Detailed Project Report for Slaughter House Waste Management in Kalady Panchayat by Vinod PG

PROPOSAL FOR ESTABLISHING MODERN ABATTOIR IN KALADY GRAMA PANCHAYAT, ERNAKULAM DISTRICT, KERALA

Submitted to

RURAL INFRASTRUCTURE DEVELOPMENT FUND NATIONAL BANK FOR AGRICULTURE AND RURAL DEVELOPMENT By

KALADY GRAMA PANCHAYAT Through

ENVIRONMENT MANAGEMENT AGENCY KERALA DEPARTMENT OF ENVIRONMENT, GOVERNMENT OF KERALA

Prepared By

CENTRE FOR ENVIRONMENT AND DEVELOPMENT THIRUVANANTHAPURAM JULY 2010

RIDF PROPOSAL FOR ESTABLISHING MORDERN ABATTOIR IN KALADY GRAMA PANCHAYAT, ERNAKULAM DISTRICT, KERALA

Submitted to

NATIONAL BANK FOR AGRICULTURE AND RURAL DEVELOPMENT

Through

ENVIRONMENT MANAGEMENT AGENCY KERALA DEPARTMENT OF ENVIRONMENT, GOVERNMENT OF KERALA

Prepared By

CENTRE FOR ENVIRONMENT AND DEVELOPMENT THIRUVANANTHAPURAM JULY 2010

CONTENTS

INTRODUCTION

BACKGROUND

PROJECT OBJECTIVES

PROJECT LOCATION - KALADY PANCHAYAT

PROJECT JUSTIFICATION

FACILITIES REQUIRED IN A MODERN ABATTOIR

Reception area and resting grounds

Lairage

Slaughter Hall

Office & Rest room

Compound Wall and Gate

Green Belt

Water Requirement

Accessibility for Cleaning and Maintenance

Non acceptable material

Waste Management

DETAILED ESTIMATE

ESTIMATE REPORT

GENERAL ABSTRACT OF ESTIMATE

COMPONENT WISE ABSTRACTS OF ESTIMATE

Slaughter house, Lairage etc.

Soak Pit

Overhead Tank

Anaerobic Tank

Compound Wall and Gate

Road and Parking lot

DETAILED ESTIMATE FOR MODERN ABATTOIR FOR KALADY PANCHAYAT

Slaughter house, Lairage, Administrative Building and Watchman Shed

Soak Pit

Overhead Tank and Pump House

Anaerobic Tank

Compound Wall and Gate

Road and Parking lot

RATE ANALYSIS AS PER 2010 SoR OF KERALA PWD

ECONOMIC ANALYSIS

OPERATION AND MAINTENANCE

ECONOMIC ANALYSIS

Expenditure

Income

CONCLUSION

WORK SCHEDULE

ANNEXURE I: CHECK LIST OF DPR

ANNEXURE II: DETAILED DRAWINGS

1.0 INTRODUCTION 1.1 BACKGROUND India is endowed with the largest resource of livestock population in the world. The Indian Meat Industry is currently on the track of a remarkable leap forward. The global demand for Indian meat and meat products is increasing considerably during the past few years. We also have one of the largest domestic markets for our meat and meat products. More than 65% of the Indian population consumes meat and meat products. About 40 million people are engaged in meat sector, namely, trade of live animals, hides, bones, casings, horns and hooves etc.. However, the global competency of our products has not improved considerably in terms of quality and quantity. One of the major lacunae in this regard is lack of modern infrastructure for production of hygienic meat and for value addition. More scientific organization of this sector will generate more employment in rearing of animals on scientific lines and processing of slaughter-house by-products for allied industries. Kerala is the most ideal State in India for development of the meat sector. Kerala State is endowed with a highly literate population having basic knowledge on the nutritive requirements for growth and development. Around 95% of the Keralites consume meat and meat products. The state has practically slaughter slabs, and slaughter houses in all Panchayats, Municipalities and Corporations. However, it is most disgusting that large majority of such slaughter houses does not have the basic infrastructure essential for clean meat production . All most all the so called slaughter houses in the state are service-oriented and, as such, perform only the killing and dressing of animals. In most cases, the animals are slaughtered in open space by crude method in unhygienic environment and are selling the meat to the public. The overall responsibility of management of the slaughterhouse in the state is vested with the respective local bodies. Accordingly the slaughtering of animals should be done inside the slaughter house with required facilities, otherwise it is an offence. There are 44 licensed slaughter houses working in the LSGIs which are in most cases not meeting the basic facilities required for a modern slaughter house. As such, it is an established fact that the meat produced in such slaughter houses is highly contaminated, poor in quality and the operations create environmental pollution too. One reason for the spread of certain diseases among the public may be due to slaughtering the animals in unhygienic environment and distributing the meat. One major concern on the small and medium sized slaughter houses, not hitherto regarded seriously, is the magnitude of environmental pollution they are creating from the waste generated during slaughtering operations. The slaughter house wastes are enormously polluting our drinking water sources, the rivers and wetlands. A recent study

conducted

Centre

for

Environment

and

Development on behalf of the Environmental Management Agency, Kerala (EMAK) in the Periyar River Basin (PRB),

Slaughterhouse in River Bank: Cheruthoni

has revealed that one major source of pollution in Periyar River is slaughterhouse waste (CED, 2010). In many places, the slaughter houses are functioning very close to the river. The number of cattles slaughtered per day in the PRB area is around 500. Almost the same number of sheep/lamps/pigs is also slaughtered every day. The study suggested establishing modern abattoirs in the selected local bodies of PRB. The present project is prepared for NABARD assistance under RIDF scheme is aimed at establishing a modern abattoir in Kalady Panchayat, located in the midland basin of the PRB. The facility can also be used by at least

two more Panchayats (Malayattur-Neeliswaram & Kanjoor), lying on either sides of the Kalady Panchayat in the same Block (Angamaly).

1.2 PROJECT OBJECTIVES The objectives of the project are: i.

To establish a modern abattoir in Kalady Panchayat in Kerala and to ensure that the meat supplied to the publics are clean and hygienic

ii. To ensure that the slaughter house wastes generated in the Panchayat are processed scientifically iii. To ensure that the water bodies in the local bodies are not contaminated with slaughter house wastes

1.3 PROJECT LOCATION - KALADY PANCHAYAT Kalady Grama Panchayat is situated on the banks of the Periyar River, in Angamaly Block of Ernakulam District. The boundaries of the Panchayat are: Malayattoor-Neeliswram Panchayat on the east; Koovapady, Okkal and Kanjoor Panchayat towards south, Angamaly Municipality on the west

and

Thuravoor

Panchayat

towards north. The Panchayat was formed in 1956. The total area of the Panchayat is 16.68 sq.km. and the population as per 2001 census is 27021. Kalady is a famous pilgrim center cum tourist

destination.

gained

importance after Adi Sankaracharya, the great Indian philosopher of the 8th century

AD,

who

preached

the

monistic or 'advaita' philosophy, was born

there.

Kalady in

Malayalam

means ‘feet imprint’, took its name after Adi Sankara’s feet imprints on the spot where the river changed course so that it flowed nearer to Adi Sankara’s home. Kalady is also famous for the presence of large number of modern rice mills, the largest nutmeg market in India and its large vegetable market. The major land uses in the Panchayat are homestead planting, built-up areas and paddy cultivated area. The Periyar main river flows through the southern boundary of the Panchayat for a distance of about 5 km. The tributaries of Periyar flowing through the Panchayat are: Udumpuzha thodu, Kottamom thodu, Kaitha thodu, Arratu thodu, Ooman thodu, Mukkadai thodu, Palathodu, Kuzhiyampadom and Piraroor thura thodu. The two major water bodies in the Panchayat are: Manikkamangalam thura and Piraroor thura. The major sectors of employment are Agriculture, Cattle Rearing and Small Scale industries.

The Sree

Sankaracharya Sanskrit University and Sree Sankara Arts and Science College are the two major prestigious institutions in the Panchayat.

The main town in the Panchayat is Kalady with a vegetable/fish/meat market, many hospitals, schools, restaurants, hotels and public institutions. Major issues faced by the Panchayat in the environmental and health sector are the absence of a full proof solid and liquid waste management facility and facilities for proper supply of hygienic meat.

1.4 PROJECT JUSTIFICATION Hygiene of slaughter house is very important to prevent contamination of meat. Meat is easily perishable and contamination of meat can lead to serious health issues. The contamination of food will lead to various diseases, many even causing death. In a hamburger case, the Escherichia coli inside the meat survived due to short period heating which caused illness and death in children. All conditions and measures necessary to ensure the safety and suitability of meat at all stages of the food chain are needed. Ensuring hygiene is the shared responsibility of the farmers, manufactures and consumers. Slaughtering of animals also generates wastes consisting of non edible offal like lungs, large intestines, various glands, animal tissues, organs, various body parts, etc.; stomach/intestinal contents; dung; bones etc. Large quantity of waste water is also generated during washing. The average quantity of unusable wet solid waste produced by slaughtering (excluding dung) is estimated as12 kg per cattle/buffalo, 4 kg per pig, 2.5 kg per goat, and 0.6 kg per poultry. The present practices in most of the slaughter sheds and chicken stalls are to dispose the wastes to the rivers, streams or water bodies. The study initiated by EMAK in PRB clearly showed the Waste from Slaughterhouse

magnitude of pollution caused by slaughter house wastes in Periyar River, the longest and largest among the 44 rivers of Kerala, popularly known as the lifeline of Kerala. Almost all the bridges and culverts in the Periyar River Basin are the potential sites for throwing slaughter house and poultry waste. Construction and maintenance of modern slaughter house with Waste Management Facility is inevitable for maintaining societal hygiene in all urban and rural local bodies.

There are guidelines/ stipulations in the

legislations such as the Prevention of Cruelty to Animal Rules 2001, the Municipality Act 1994, the Kerala Panchayat Raj Act 1994 and Water (Prevention and Control of Pollution) Act 1974 etc., insisting minimum facilities to be provided in a modern slaughter house. Considering the special nature of the State, it may not be necessary to provide fully automated with highly sophisticated machineries for slaughter houses that is to be established for Grama Panchayats and Small Municipalities. In Kerala, slaughtering is being done by meat vendors, which are intended for sale, themselves through meat stalls. If the local body (LSGI) provides a common abattoir that can be made use by those meat vendors, which will ensure hygienic meat production and proper waste management at lowest cost. In Kalady Panchayat, at an average, 25 cattles and 15 goats are slaughtered every day.. About the same number of cattles and goats are slaughtered in the nearby two Panchayats (Malayattur-Neeliswaram & Kanjoor) together. The meat consumption in the restaurants and houses are steadily increasing. At present, the slaughtering is done in the market and other open areas in the Panchayat. The wastes are deposited mainly in the water bodies and open areas which ultimately reaches the Periyar River and contaminates the water which is used by the public for drinking and other purposes. There are no facilities for anti and post mortem inspection to ensure that the meat supplied to the public is clean and hygienic.

The public in this area is looking for meat processed in neat and clean environment without any dirt and safe for consumption. It is also the duty of the local bodies to protect and promote human health by providing hygienic meat to the consumers and ensure proper living environment for the public. Thus a modern abattoir with facilities for hygienic meat production and waste disposal is an urgently needed in the Panchayat.

1.5 FACILITIES REQUIRED IN A MODERN ABATTOIR The Prevention of Cruelty to Animals (Slaughter House) Rules, 2001 notified by the Government of India insists the following basic facilities in a modern abattoir:

1.5.1

Reception area for animals

Lairage (Resting place for animals)

Room for Veterinary Doctor for performing anti-mortem and postâ&#x20AC;&#x201C; mortem examination.

Place for isolated resting place for diseased animals.

Stunning place / Halal slaughtering place

Bleeding place (for removal of blood)

Removal of skin and washing place

Evisceration place (removal of contents from stomach)

Meat removal and examination place.

10.

Storage facilities for skin, bones, blood, fat etc.

11.

Proper drainage and facilities for liquid and solid waste management.

Reception area or resting grounds The slaughter house shall have a reception area of adequate size sufficient for livestock subject to veterinary inspection. The reception area of slaughter house shall have proper ramps for direct unloading of animals from vehicles or railway wagons and the said reception area shall have adequate facility sufficient for feeding and watering of animals. Separate isolation pens shall be provided in slaughter house with watering and feeding arrangements for animals suspected to be suffering from contagious and infectious diseases, and fractious animals, in order to segregate them from the remaining animals. The resting grounds in slaughter house shall have overhead protective shelters.

1.5.2

Lairage

Lairage is for keeping the animals indented for slaughter, well in advance for observation and convenience. For providing water and feed to the animals, arrangement shall be there in the lairage. The lairage should have anti mortem facility to check each animal for physical disease or pregnancy. 1.5.3

Slaughter Hall

Separate provision shall be made for slaughtering large and small animals. Separate space shall be provided for stunning, bleeding and dressing of carcass. Animals shall not be slaughtered in sight of other animals. Dirty area consists of bleeding & dressing section and clean area for meat cutting inspection and dispatch. Pedal operated water taps and wash basin shall be provided in the slaughter hall. At the bleeding area, the bl ood is to be collected in stainless steel basin for further processing/ disposal. The collected blood is to be stored in tank for heating and drying. Stainless steel wheel barrow is to be provided in the slaughter hall to collect and remove

waste items like large bones, tail, intestine etc into the stripery outside and dispose the same on completing the slaughter of the day. Stunning Area: As per PCA Rules a stunning area is to be provided for large animals. Floor level of stunning box need be in an elevated plane than that of the bleeding area. One side of the stunning box shall be with hinged plate. Immediately after stunning, the animal falls on the side wall of the stunning box, and the hinged plate will open and the animal slips on to the bleeding area. The bleeding area need be positioned in such a way that, an animal in the stunning box will not see the bleeding animal. In the case of halal slaughtering, separate cubicles made up of RCC wall and with ceramic tile in walls shall be utilised. Sufficient drains and floor slope shall be provided for easy drainage of blood from the cubicles. Bleeding is done by hoisting the animal to a height of 5 m rail system and blood collection vessel with funnel shall be used for collection of blood. Continuous rail arrangement in the slaughter hall: A continuous rail arrangement should be provided on the top of the large animal slaughter hall. The rail arrangement covers the bleeding area and hanging area for the smooth and convenient movement of the carcass for processing. Dressing: Dressing is carried out in rails fitted at a height of 3 m. Adequate means and tools for dehiding or belting of the animals should be provided. Hides or skins should be transported either in a closed wheel barrow or by a chute provided with a self - closing door. Means for immediate disposal of legs, horns, hooves etc. should be provided through spring load floor chutes or side wall doors or closed wheel barrows. Evisceration: Adequate space and suitable and properly located facilities shall be provided for inspection of the viscera of the various types of animals slaughtered. This area shall have adequate facilities for hand washing, tool sterilization and floor washing and contrivances for immediate separation and disposal of condemned material. Adequate arrangements may be made for identification, inspection and correlation of carcass, viscera and head. Waste Grinder: The waste generated is to be grinded / shredded before putting in to the biogas plant. For this a motorized waste grinder is needed. This is given as an optional item in the project proposal. It is an optional item.

1.5.4

Office & Rest room

An office for the veterinary doctor and health inspector and rest room for the workers are included in the project. Toilets are to be provided in the project. It is for the use of workers and for office in the slaughter house. It is provided with flush, wash basin, floor with tiles, light fittings etc. A green belt of sufficient width with suitable species of trees shall be developed around the compound. Electrification: Electrification of the slaughter house shall be done in order to get sufficient light in the slaughter hall and inspection area. Sufficient number of electric lamp inside and out side the house is considered. Plumbing work: The slaughter house is to be provided with sufficient number of water taps, wash basin, pedal operated water taps etc. Also flexible hose arrangement is there for easy cleaning of the slaughter hall.

1.5.5

Compound Wall and Gate

The area shall be protected with a compound wall and gate to avoid unwanted persons to enter into the compound.

1.5.6

Green Belt

In order to provide an aesthetic appearance to the abattoir, the boundaries and open areas shall be planted with trees like Chempakam (Michelia chempaka), Neem (Azaridca indica), Pongilliam (Pongamia glabra), Poomaruth (Lagerstromia flos-reginae) etc. 1.5.7

Water Requirement

The process flow chart of activities for a modern abattoir as given in figure 1 shows that, water is required in the slaughter house at all stages of operation. RECEPTION

Water . . . . . . . . . . . . . . . . . . . . . . . . . . . .

washwater

LAIRAGE

ANTIMORTOM

STUNNING / HALAL SLAUGHTER

blood

BLEEDING

HORN & HOOVES REMOVAL

BLEEDING washwater

EVISCERATION

REMOVAL HORN &HEAD HOOVES REMOVAL DEHIDING

EVISCERATION CARCASS WASHING

washwater

RED OFFAL REMOVAL

HEAD REMOVAL CARCASS SPLITTING

CARCASS WASHING DEHIDING

washwater

POST MORTEM

CARCASS WASHING DESPATCH/ FREEZER

Fig. 1 Process flow chart for Modern Slaughter House The major water uses are: Safe, potable and constant supply of fresh water at adequate pressure Floor washing with water jet of 200 to 330 kPa pressure Carcasses washing 1000 to 1700 kPa pressure A constant supply of clean hot water shall be available in the slaughter hall and work rooms during the working hours

ď&#x201A;§

Hot water not less than 82 C for sterilizing of equipment and secondary floor washing Suitable facilities for washing of hands (including adequate supplies of hot and cold running water, nail brushes, soap or other detergents) Non-potable water for fire fighting purpose

The main emphasis of the process is to segregate waste at different stages and to recover resources from it and use minimum quantity of water. For this, the slaughter house requires sufficient good quality water round the year. This is for consumption of animals, its washing before slaughtering, washing the meat, human consumption, washing the floor and other areas etc. If water supply is available connection can be taken and over head PVC water tanks can be provided for this purpose. Otherwise a bore well can be constructed, and shall be provided with pump. A solar water heater shall be installed for the purpose of hot water. Hot water shall be used for washing slaughter hall and for sterilising tools. 1.5.8

Accessibility for Cleaning and Maintenance All parts of the product zone shall be readily accessible to sight and reach for cleaning and inspection Where necessary for proper cleaning and inspection, equipment shall be easily demountable. To facilitate this dismantling, quick opening devices that require no tools or, such simple tools as a mallet and an open â&#x20AC;&#x201C; end wrench shall be provided. Bayonet joints, butterfly clamps, spring bolts, and other similar devices are desirable for connecting or closing parts of equipment. Where parts should be retained by nuts and bolts, the design shall provide for fixed studs with wing nuts, rather than bolts to a tapped hole All bearing shall be located outside the product zone and if adjacent thereto, shall be constructed with a readily removable seal at the entrance of the shafts, into the product zone Interior corners of equipment shall be provided with radii (minimum 6mm), except where greater radii are required to facilitate drainage and cleaning. All welding within the product zone shall be continuous, smooth, even and relatively flush with the adjacent surfaces All parts of the product zone shall be free of recesses, open seams and gaps, crevices, protruding ledges, inside threads, inside shoulders, inside bolts or rivets and deal ends. Where necessary for sanitary maintenance, equipment shall be constructed and installed so as to be completely self-draining Care shall be taken to prevent contaminating product by lubricants used in overhead motors, gears, and similar devices. If drip pans are necessary, they should be easily accessible for inspection and removable for cleaning. All safety or gear guards shall be readily removable for cleaning and inspection All external surfaces that do not contact with food products shall be free of pen seams, gaps, crevices and inaccessible recesses.

1.5.9

Non acceptable material Copper and its alloys in equipment used for edible products Cadmium in any form in equipment handling edible products Equipment with painted surface in product zone Enamel containers or equipment is not desirable Lead

For elimination of fatigue and comfortable working for labourers the working table should be at waist height of the worker to work in standing position. If the table is at more height (that is 800 mm to 860 mm) it should have a platform incorporated for the balance height above 860mm. Working platform for on-the rail operations should be of such height that the slaughter man has neither to stoop too low or stretch himself to his operation zone, and he should be able to reach operation zone in his natural standing position. 1.5.10

Waste Management

Effective waste management can reduce environmental problems associated with slaughter house. The strategy followed is to reduce waste by segregating resources from different types of wastes generated in the slaughter houses. Solid waste is the main waste product from a slaughter house. Solid waste from slaughter house can be divided into two main groups, namely edible & inedible. Organs such as brain, liver, heart are the examples of edible by-products. Hooves, horns, hair, gall bladder, ears, skin, bones etc. are the inedible byproducts. The components left unrecovered forms are the solid wastes. In a modern slaughter house most of the solid wastes can be recovered as by-products. Success of material recovery depends on how slaughtering is done and how the facilities are provided in the slaughter house. Biogas Plant for Solid Waste Treatment: Dung from lairage and other wastes in slurry form can be treated in biogas plant. Slaughter house having a capacity to slaughter 30-40 large and 40 small animals generates about 750 kg of solid waste per day. This can be treated in a biogas plant with 40m

capacity. For getting more

efficiency, and considering the increase in number of animals, in the future two biogas plants with 25 m

envisaged in the present project. Facility for utilizing biogas for generating electricity for operating equipments in the plant /lighting the plant area is also envisaged in the project. Liquid Waste Treatment: Wastewater mainly wash water from slaughter house is to be collected and to be conveyed to a common collection cum equilisation tank. About 8m

per day of effluent is generated from a

slaughter house with capacity to slaughter 30 - 40 large animals. The strategy adopted is to reduce pollution load by by-product recovery and use of less quantity of water for washing purpose. Wastewater mainly consists of wash water can be treated in an effluent treatment plant established in the site of slaughter house. The process for effluent treatment suggested is anaerobic treatment followed by dispersion trench.

2.0 DETAILED ESTIMATE

2.1 ESTIMATE REPORT Sub : Construction of a modern Abattoir at Kalady for Kalady Panchayath Ref:

EMAK / 7 / 2008 dt. 29/05/2010 of the Director, EMAK, Trivandrum.

The proposal is to construct a Modern Abattoir at Kalady for Kalady Panchayat. An extent of 0.40 ha of land comprising in Sy. No 295/2 and 394 of Kalady Village under their possession is set apart for the above purpose. The components envisaged in this estimate are: i.

Slaughter House Building.

ii.

Administrative Building, Refrigeration room, Lairage, Watchman shed and toilet block.

iii.

Overhead water tank with bore well and pump set.

iv.

Boundary wall and gate.

Bio gas plant and bio conversion generator kit.

vi.

Anaerobic tank.

vii.

Soak pit

viii.

Internal road and parking lot.

ix.

Water Supply and drainage system.

Electrification works

xi.

Hot water generation and supply

xii.

Stainless steel ladder, bench, wheel barrow, pressure washer, chopper, mixer grinder and hooks.

All the RCC works are proposed as 1:1.5:3 mix. The floor of the slaughter area is proposed to be finished with white superior quality marble and the remaining area of floor of the slaughter house is proposed to be finished with fully vitrified tiles. Doors are proposed to be made with Anjili wood and windows are with glazed stee l works. Roof of the slaughter area is proposed with powder coated GI tile profile roofing sheet. Facilities for refrigeration room are also provided. Provisions for washing and changing room are also included in the slaughter house. The estimate is prepared based on 2010 SoR of PWD. The conveyance of materials is taken as actual as provided by Panchayat. The estimate amount comes to Rs.94,00,000/- including 10% contractorâ&#x20AC;&#x2122;s profit. 2.2 GENERAL ABSTRACT OF ESTIMATE No.

Details of work

Amount (Rs.)

Slaughter house, Lairage etc

Soak pit

60,63,915.00

Over head Tank

6,42,541.00

Anaerobic Tank

2,23,714.00

Compound wall and gate

9,40,142.00

Road and parking lot

4,91,935.00

Electrification works

3,00,000.00

8 9

Preparation of Design and detailed estimate 2% Technical supervision 4%

1,71,630.00 3,43,260.00

Unforseen Expenses

2,07,625.00

15,238.00

Total

Grand Total

86,77,485.00

94,00,000.00 Ninety Four Lakhs Only

2.3 COMPONENT WISE ABSTRACTS OF ESTIMATE 2.3.1 Slaughter house, Lairage etc. Sl No 1 2

Ref: to Rate analysis

Description

Site clearance Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking Cement Concrete 1:4:8 using 40mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete RCC 1:11/2:3 using 20mm nominal size broken stone in columns footing including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm nominal size broken stone in columns including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm nominal size broken stone for Plinth beam including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm nominal size broken stone for sunshade, Lintal and beam, including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm nominal size broken stone for slab including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm broken stone for base and side wall of drain including cost and conveyance of all materials, labour charges, hire for formwork, watering, curing, etc. complete but excluding cost of reinforcement. Reinforced Cement Concrete 1:11/2:3 using 20mm (nominal size) broken stone for covering pre-cast slab / perforated precast slab including cost and conveyance of materials, labour charges and watering, curing , fixing charge, etc complete

Unit

Quantity

LS 3 m

Rate

Amount

365.00

1501.50

25000.00 54804.75

42.00

3373.98

141707.13

47000.00

63.01

296154.99

17000.00

120.78

205329.17

26000.00

94.18

244868.95

23000.00

239515.74 104.14

21000.00

207673.74 98.89

12000.00

64.64

77572.52

11000.00

77.89

85681.42

Sl No 11

Ref: to Rate analysis

Description

Unit

Quantity

RCC 1:11/2:3 using 20mm nominal size broken stone for Vertical Drop slab including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. Providing Reinforcement for RCC work,bent, tied and placed in position using TMT steel Filling and forming the basement with contractor's own good quality clean earth and conveyed from available sources with all lead and lift including all for consolidation Brick work in Cement mortar 1:5 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete Cement Concrete 1:2:4 using 20mm (nominal size) broken stone for storm water drain including cost and conveyance of materials, labour charges and watering, curing etc complete but excluding all form work and reinforcement Flooring with cement concrete 1:4:8, using 40mm nominal size broken stone including cost and conveyance for materials and labour charges and watering Cement Concrete 1:11/2:3 using 20mm nominal size broken stone for levelling course Plastering with Cement mortar 1:4 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete Plastering with Cement mortar 1:3 ,12mm thick to surface one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete

Qtl

Plastering with cement mortar 1:3 12 mm thick with neat cement flushing coat over including cost and conveyance for materials and labour charges and watering, curing etc. complete

1000.00

Rate

Amount

90.99

9098.97

Qtl

5727.81

1174201.05

205.00 10

106.00

2612.5

27692.50

120.00

2840.66

340878.91

41000.00

57.48

235650.58

29.00

97845.40 3,373.98

15000.00

82277.05 54.85

1300.00

1365.25

177482.45

220.00

1409.39

31006.59

713.00

1707.54

121747.83

Sl No 21

23 24

26 26 27 28

Ref: to Rate analysis

Description

Steel works welded or fitted in built up section, truss and framed work with M.S angle or GI pipes etc. straightening, cutting welding, fabricating and hoisting, including applying a coat of iron primer. For slaughter house Steel works welded or fitted in built up section, truss and framed work with M.S angle or GI pipes etc. straightening, cutting welding, fabricating and hoisting, including applying a coat of iron primer. for Lairage 3m length tress Purlin 32mm GI Pipe, cutting, laying etc complete Steel work in R.S Joist (in single section) cutting, hoisting and fixing in position including applying a coat iron primer etc., complete(Supply Channel section for providing pulley block) Roofing with powder coated GI tile profile sheets with bolts and nuts and bitumen washer including necessary overlap of 150mm at ends etc. complete Powder coated sheet Ridge coping for sheet roofing Welding by electric plant Supplying and fixing stainless steel grating to internal drains Marble slab flooring to slaughter floor and dressing area using 16mm thick white super quality marble slab in cement mortar 1:3 Supplying and paving good quality Vitrified tiles 60x60 cm size white colour over 12mm thick cement mortar 1:3 one coat including cost and conveyance of materials and labour charges, watering, curing, etc. complete Dadoing wall with best glazed white or coloured tiles 7.5mm thick or nearest in 12mm cement mortar 1:3 and pointing with coloured cement Providing fabricating and fixing Aluminium Single Door shutter using Aluminium powder coated hollow section of size 100x44.5x1.5mm (9245) for bottom, end vertical and top horizontal section of size 50x44.50x1.2mm (9258) and middle horizontal section of size 50x50x2mm (9286) and fixing 12mm thick pre laminated

Unit

Quantity

Rate

Amount

8119.20

40596.02

83.00

1862.95

154625.08

220.00

185.01

40701.27

1.50

55069.93

82604.90

225.00

4789.40

107761.50

13.00

215.88

2806.38

1 1

m m2

17.00 22.00

m m2

79.74 4019.40

1355.59 88426.80

110.00

16,468.3 9

181152.29

185.00

8,339.39

154278.72

475.00

983.27

46705.33

19.00

4275.53

81234.99

Sl No

36 37

Ref: to Rate analysis

Description

particle board at bottom and 5.5mm thick olaine glass at top including hinges, handle, glazing clips, rubber beading, Door closer, Locking arrangements. etc. Anjili wood planed and framed work for frames for doors, windows, ventilators etc. Supplying and fixing Anjili wood fully panelled shutters( as per standard drawings) to suit the door frames already fixed, inclusive of labour charges, for fixing all fittings but exclusive of cost of fittings etc complete Supplying And Fixing steel window of standard size using 20X90X3 mm thick 'Z' section for outer frames and shutter frames weighing 1.4 Kg/m providing 2 central vertical frame using J section weighing 1.6 Kg/m, providing window sahes 2 Nos for each shutter Supplying And Fixing Rolling shutter of approved make and painted with a priming coat of iron primer, made of 80x1.25 mm M.S laths interlocked together through their entire length and jointed together at he end by the end locks mounted on specially, designed pipe shaft, with brackets, side guides and arrangements for inside and outside locking with push and pull operation etc complete Supplying and fixing Top cover for Rolling shutter White Cement washing one coat including cost and conveyance for materials and labour charges and watering, curing etc. complete Finishing new cement plastered walls with Plastic Emulsion water proof paint, two coats including cost and conveyance for materials and labour charges and watering, curing etc. complete Painting with synthetic enamel paint approved qulity one coat including a priming coat to new wood works including cost and conveyance for materials and labour charges, etc. complete Painting with synthetic enamel paint approved quality two coat including a priming coat to new iron work ,including cost and conveyance for materials and labour charges, etc. complete

Unit

Quantity

Rate

Amount

dm3

120.00

dm3

746.78

8961.42

dm2

500.00

dm2

340.35

17017.60

37.00

3333.38

123335.03

dm2

1800.00

dm2

187.06

33669.90

9.00

528.06

4752.50

1291.00

85.74

11069.16

1037.00

574.75

59601.58

13.00

746.41

970.33

37.00

737.06

2727.10

Sl No 40

Ref: to Rate analysis

Description

Painting with synthetic enamel paint two coat on Rolling shutter using approved quality paint as specified, one coat Supplying and Fixing Europian type, water closet (Earthern ware white best quality) with p or S trap, using duro-plastic seat and cover and C.P brass hinges with rubber buffers,1.5 liter white enamelled PVC low level flushing cistern with fittings and brackets, including cutting and making good the walls and floors etc. Supplying and fitting 550x400mm or nearest size wash hand basin of white glazed earthenware (Indian make- best quality) with C.I brackets, a pair of 15mm C.P. brass pillar taps and 2 nos. 15mm lead and brass connections with brass unions, using 15mm lead pipe weighing not less than 1.60Kg per m, 2 nos. 15mm GM wheel valves, rubber plug and CP brass chains, 32mm CP brass waste of standard pattern, 32mm lead trap with access cap, soldering the joints complete, including cutting making good the walls, painting the brackets, waste connections, etc., with suitable paint two coats (Indian fitting â&#x20AC;&#x201C;best qulty.) Supplying, threading, laying and jointing 110mm diameter PVC pipe 4kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including trenching to a minimum depth of 50cm and refilling, etc, complete(External work) Supplying, threading, laying and jointing 50mm diameter PVC pipe 6kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including trenching to a minimum depth of 50cm and refilling, etc, complete(External work) Supplying, laying and jointing 20mm nominal diameter PVC pipe 10kgf/cm2 (ISI marked) and specials such as tees, bends, elbows, etc, with clamp and solvent cement for jointing pipe including cutting and making good the walls, painting exposed face, etc, (Internal work) Constructing Inspection Chamber of size 40x40cm or 40x60cm inside the sewer line

Unit

Quantity

Rate

Amount

40.00

737.06

2948.22

3.00

2739.88

8219.64

3.00

2572.79

7718.37

25.00

192.23

4805.63

30.00

80.74

2422.20

25.00

34.08

852.04

No.

1635.11

4905.33

Sl No

Ref: to Rate analysis

Description

Unit

up to a depth not exceeding 60cms with brick masonry in cement mortar 1:6, 23cm thick wall forming channels inside with cement concrete 1:3:6 using 40mm broken stone, plastering the inside and channels with cement mortar 1:3, 12mm thick with neat cement flushing coat including all earth work and foundation concrete 20cm thick, etc. complete Supplying stainless steel ladder 3m height Supplying stainless steel bench up to 1.50m height Supplying stainless steel wheel barrow

47 48 49

Quantity

Rate

Amount

7000.00

10000.00

40000.00

10000.00

30000.00

Supplying pressure washer 200330 KPA

150000.00

Dispersion trench 500x150x200cm. Solar water heater 500 ltr Chopper Mixer grinder Biogas plant Biogas Conversion generator Stainless steel Hooks Total Say

22000.00

52 53 54 55 56 57

NA 15.00

90000.00

500.00

90000.00 25000.00 40000.00 500000.00 0.00 7500.00 60,63,914.67 60,63,915.00

2.3.2 Soak Pit Sl No 1

Ref: to Rate analysis

Description

Unit

Quantity

Rate

Amount

Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking Brick work in Cement mortar 1:6 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete RCC 1:11/2:3 using 20mm broken stone for pre-cast circular cover slab of soak pit including all for formwork, watering, curing, fixing charge, etc complete but excluding cost and labour for reinforcement.

9.00

1501.50

1,351.35

4.00

2717.21

10,868.84

dm3

230.00

Reinforcement for RCC work, bent, tied and placed in position using TMT steel Total Say

qtl

1.00

dm3

56.50

1,299.50

qtl

5727.81

5,727.81

15,238.04 15,238.00

2.3.3 Overhead Tank Sl No 1

Ref: to Rate analysis

Description

Unit

Quantity

Rate

Amount

Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking Cement Concrete 1:4:8 using 40mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete RCC 1:11/2:3 using 20mm nominal size broken stone in columns footing including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm nominal size broken stone in columns including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm nominal size broken stone for beam including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm nominal size broken stone for Bottom slab of Tank including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm nominal size broken stone for Side wall of Tank including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm nominal size broken stone for Cover slab of Tank including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. Providing Reinforcement for RCC work,bent, tied and placed in position using TMT steel

22.00

1501.50

3,303.30

3.00

3373.98

5727.81

Supplying, laying and jointing 32mm nominal diameter PVC pipe 10kgf/cm2 (ISI marked) and specials such as tees, bends, elbows, etc, with clamp and solvent cement for jointing pipe including cutting and making good the walls, painting exposed face, etc, (External work) Supplying, laying and jointing 32mm nominal diameter PVC pipe 10kgf/cm2 (ISI marked) and specials such as tees, bends, elbows, etc, with clamp and solvent cement for jointing pipe including cutting and making good the walls, painting exposed face, etc, (Internal work)

80.00

74.64

5970.8

20.00

73.57

1471.43

10,121.94

dm3

4000.00

dm3

63.01 25,204.68

dm3

2500

dm3

120.78 30,195.47

dm3

4500

2500

5000.00

dm3 104.14

46,861.78

98.89

24,723.06

dm3

64.64 32,321.88

dm3

6000

dm3

77.89 46,735.32

143195.25

Sl No 12

Ref: to Rate analysis

Description

Unit

Quantity

Rate

Amount

Supplying, laying and jointing 25mm nominal diameter PVC pipe 10kgf/cm2 (ISI marked) and specials such as tees, bends, elbows, etc, with clamp and solvent cement for jointing pipe including cutting and making good the walls, painting exposed face, etc, (Extrnal work) Supplying, threading, laying and jointing 20mm diameter PVC pipe 10kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including trenching to a minimum depth of 50cm and refilling, etc, complete(External work) Brick work in Cement mortar 1:5 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete Anjili wood planed and framed work for frames for doors, windows, ventilators etc.

60.00

52.23

3133.63

45.00

45.02

2025.79

7.00

2840.66

19884.60

1000.00

dm3

746.78

74678.46

Supplying and fixing Anjili wood fully panelled shutters( as per standard drawings) to suit the door frames already fixed, inclusive of labour charges, for fixing all fittings but exclusive of cost of fittings etc complete Supplying And Fixing steel window of standard size using 20X90X3 mm thick 'Z' section for outer frames and shutter frames weighing 1.4 Kg/m providing 2 central vertical frame using J section weighing 1.6 Kg/m, providing window sahes 2 Nos for each shutter Plastering with Cement mortar 1:4 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete Painting with synthetic enamel paint approved qulity two coat including a priming coat to new wood works after rubbing with sand paper and cleaning surface including cost and conveyance for materials and labour charges, etc. complete Painting with synthetic enamel paint approved quality two coat including a priming coat to new iron work ,including cost and conveyance for materials and labour charges, etc. complete White Cement washing one coat including cost and conveyance for materials and labour charges and watering, curing etc. complete

dm2

200.00

340.35

6807.04

0.5

3333.38

1666.69

67.00

1365.25

9147.17

4.50

746.41

335.88

4.50

737.06

331.67

67.00

85.74

574.46

Sl No

Ref: to Rate analysis

Description

Unit

Finishing new cement plastered walls with Emulsion water proof paint, two coats including cost and conveyance for materials and labour charges and watering, curing etc. complete Provide Bore well with submerged Pumb and accessaries

Quantity

67.00

Rate

574.75

Amount

3850.83

1,50,000.00

Total Say

6,42,541 .14 6,42,541.00

2.3.4 Anaerobic Tank Sl No

Ref: to Rate analysis

Description

Unit

Quantity

Rate

Amount

Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

140.00

1501.50

21,021.00

Cement Concrete 1:4:8 using 40mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete

4.00

3373.98

13,495.92

RCC 1:11/2:3 using 20mm nominal size broken stone in columns footing including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement.

dm3

4000.00

dm3

63.01

25,204.68

RCC 1:11/2:3 using 20mm broken stone for base and side wall of Tank including cost and conveyance of all materials, labour charges, hire for formwork, watering, curing, etc. complete but excluding cost of reinforcement.

dm3

14000.00

dm3

64.64

90,501.27

Reinforced Cement Concrete 1:11/2:3 using 20mm (nominal size) broken stone for covering pre-cast slab / perforated pre-cast slab including cost and conveyance of materials, labour charges and watering, curing , fixing charge, etc complete but excluding an

dm3

3000

dm3

77.89

23,367.66

Providing Reinforcement for RCC work

2.50

Qtl

5727.81

14,319.53

Cast iron heavy dutyman hole cover with frame size 60x60cm

3.00

4019.40

12,058.20

Providing stainless steel screen inside

1.70

4019.40

6,832.98

Sl No

Ref: to Rate analysis

Description

Unit

Plastering with Cement mortar 1:3 ,12mm thick to surface one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete

Quantity

120.00

Rate

1409.39

Amount

16,912.68

Total

2,23,713.92

Say

2,23,714.00

2.3.5 Compound Wall and Gate Sl No

Ref: to Rate analysis

Description

Unit

Quantity

Rate

Amount

Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

94.00

1501.50

21,021.00

Random rubble masonry in cement mortar 1:6 for foundation and basement including pointing simultaneously with same mortar and providing necessary weep holes including cost and conveyance of materials and labour charges, watering, curing etc complete

147.00

2115.46

3,10,973.03

Brick work in Cement mortar 1:5 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete

130.00

2840.66

3,69,285.49

Plastering with Cement mortar 1:4 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete

1120.00

1365.25

1,52,907.96

White Cement washing one coat including cost and conveyance for materials and labour charges and watering, curing etc. complete

1120.00

85.74

9,602.99

Finishing new cement plastered walls with cement water proof paint, two coats including cost and conveyance for materials and labour charges and watering, curing etc. complete

1120.00

574.75

64,372.00

Supplying and fixing M.S gate with 32mm GI pipe outer frame and 12mm Sq.rod vertical at 10 cm c/c and horizontal at 15cm c/c ,including all fittings like clamp and locking arrangment.

8.00

2360.86

18,886.91

Total

9,40,142.47

Say

9,40,142.00

2.3.6 Road and Parking lot Sl No 1 2

Ref: to Rate analysis

Description

Unit

Sectioning upto 150mm on the surface of new road Supplying 60mm graded metal (Proportion of 7:3 of 60mm and 36mm by volume) and stacking in standard heap for measurements including cost, conveyance, etc Supplying and stacking 36mm hard granite broken stone in standard uniform heap for measurements Supplying and stacking good hard gravely red earth for blinding for measurements Supplying hard blue granite broken stone 12mm size and stacking in standard uniform heap for measurements including cost, conveyance, etc, complete Supplying hard blue granite broken stone 6mm size and stacking in standard uniform heap for measurements including cost, conveyance, etc, complete Metalling the roadway 100mm spread thickness compacted to 75mm using departmental broken stone (graded in the ratio of 7:3 of 60mmand 36mm sizes)1m3/10m2 and departmental blinding materials (0.20m3/10m2 ), bed rolling, spreading broken stones to template, rolling dry to compaction from sides to central until the movement of broken stones cease, watering profusely and rolling until the fines cream up and fill the voids of the stones, then spreading the gravelly earth and sweeping in to the joints, watering and rerolling until the gravelly earth has worked in to all the crevises and only a thin coat of slurry remains, then take off the roller and allow to set to harden for 24 hours and rerolling next day until any deformity is rectified, including fencing, lighting, watching and maintaining the surface free of ruts for 15 days after completion as per IRC.2-1-2

370.00

132.00

4,884.00

83.60

851.40

71,177.04

83.60

928.40

77,614.24

18.66

311.30

5,807.30

83.60

1461.19

1,22,155.07

4.80

939.40

4,506.30

526.47

44,012.98

Quantity

836.00

Rate

Amount

Sl No

Ref: to Rate analysis

Description

Unit

Quantity

Rate

Metalling the roadway 100mm spread thickness compacted to 75mm using 36mm departmental broken stone (1m3/10m2) and departmental blinding materials (0.15m3/10m2 ), spreading broken stones to template, rolling dry to compaction, watering profusely, and rolling until the fines cream up and fill the voids of the stones, then spreading the gravelly earth and sweeping in to the joints, watering and rerolling until the gravelly earth has worked in to all the crevises and only a thin coat of slurry remains, then take off the roller and allow to set to harden for 24 hours and rerolling next day until any deformity is rectified, including fencing, lighting, watching and maintaining the surface free of ruts for 15 days after completion as per IRC.2-1-2 Providing 20mm Pre-mix chipping carpet over W.B.M. surface with departmental broken stone after thoroughly cleaning the base with wire brushes, bass brooms and applying a priming coat of 7.50Kg of bitumen 10m2 and spreading the hot pre-mix (formed of 0.27m3 of departmental 12mm metal and 12.96Kg of bitumen per 10m2) rolling to dense surface, then spreading the seal coat (comprising of a hot pre-mix of 0.09m3 of 6mm departmental metal and 8.64Kg of bitumen per 10m2) again rolling including the cost of bitumen, oils and fuel, hire of bsss brooms, camber board, roller and other machines, watching, lighting and other charges, etc complete (Total usage of bitumen is 29.10Kg per 10m2) as per IRC.3-2-2

836.00

526.47

836.00

1408.67

Total Say

Amount

44,012.98

1,17,764.87

4,91,934.77 4,91,935.00

2.4 DETAILED ESTIMATE FOR MODERN ABATTOIR 2.4.1 Slaughter house, Lairage, Administrative Building and Watchman Shed Sl.No

Description of Items

Length

Breadth

Height

Quantity

Unit

Site clearance

Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

Slaughter house Building Column footing

2.20

2.50

205.70

Ground beam

10.92

0.45

0.40

3.93

Sl.No

Description of Items

Length

Breadth

Height

Quantity

18.65

0.45

0.40

6.71

10.66

0.45

0.40

5.76

3.5

0.45

4.25

Column footing

1.7

2.5

57.80

Ground beam

9.38

0.45

0.4

3.38

3.5

0.45

0.4

2.52

Column footing

1.4

2.1

65.86

Ground beam

20.4

0.45

0.4

7.34

3.5

0.45

0.4

3.15

Column footing

1.7

2.1

24.28

Ground beam

0.45

0.4

2.16

Unit

Admin Building

Lairage

Watch man shed

Total

392.84

Deduction

Column footing

17X2

2.2

0.45

0.4

13.46

Ground beam

8x2

1.7

0.45

0.4

4.90

16x2

1.4

0.45

0.4

8.06

4x2

1.7

0.45

0.4

2.45

Total Deduction

28.87

Total

363.96

Say

365.00

Cement Concrete 1:4:8 using 40mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete Slaughter house Building Column footing

2.20

0.15

12.34

Ground beam

10.92

0.45

0.10

0.98

18.65

0.45

0.10

1.68

10.66

0.45

0.10

1.44

3.5

0.45

0.10

0.95

Column footing

1.7

0.15

3.47

Ground beam

9.38

0.45

0.1

0.84

3.5

0.45

0.1

0.63

Column footing

1.4

0.15

4.70

Ground beam

20.4

0.45

0.1

1.84

3.5

0.45

0.1

0.79

Column footing

1.7

0.15

1.73

Ground beam

0.45

0.1

0.54

Storm water drain

180

0.6

0.1

10.8

Admin Building

Lairage

Watchman shed

Sl.No

Description of Items

Length

Breadth

Height

Total

Quantity

Unit

42.73

Deduction Column footing Ground beam

0.4

0.23

0.1

0.31

0.4

0.23

0.1

0.31

0.23

0.1

0.08

0.23

0.1

0.17

Total Deduction

0.88

Total Less Deduction

41.85

Say

42.00

Slaughter house Building

2.00

Admin building

2.00

0.25

17.00

(2x2)+(0.5x0.5)/2

0.25

9.03

1.50

0.20

3.60

(1.5x1.5)+(0.5x0.5)/2

0.20

3.80

1.50

0.20

1.80

(1.5x1.5)+(0.5x0.5)/2

0.20

1.90

1.2

0.20

4.61

(1.2x1.2)+(0.5x0.5)/2

1.50 1.50

5.01 3

Total

46.75

Say

47000.00

RCC 1:1 /2:3 using 20mm nominal size broken stone in columns including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. Slaughter house Building

0.40

0.23

6.50

4.78

0.40

0.23

4.50

3.73

Admin building

0.40

0.23

5.00

3.68

Lairage

0.23

4.50

1.90

0.23

4.00

1.69

0.23

4.50

0.95

Watchman shed Total Say 6

RCC 1:1 /2:3 using 20mm nominal size broken stone in columns footing including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement.

Watch man shed

17000.00

dm3

RCC 1:1 /2:3 using 20mm nominal size broken stone for Plinth beam including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. Slaughter house Building Ground beam

10.92

0.23

0.40

2.01

18.65

0.23

0.40

3.43

10.66

0.23

0.40

2.94

3.5

0.23

0.40

1.93

9.38

0.23

0.4

1.73

3.5

0.23

0.4

1.29

20.4

0.45

0.4

7.34

Admin Building Ground beam

Lairage Ground beam

16.74

Sl.No

Description of Items

Length

Breadth

Height

Quantity

3.5

0.45

0.4

3.15

0.45

0.4

2.16

Unit

Watchman shed Ground beam Total

25.98

Deduction Columns

0.4

0.23

0.4

Total Say 7

0.63 3

25.36

26000.00

dm3

RCC 1:1 /2:3 using 20mm nominal size broken stone for sunshade, Lintal and beam, including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. Slaughter house Building Ground beam

10.92

0.23

0.40

2.01

18.65

0.23

0.40

3.43

10.66

0.23

0.40

2.94

3.5

0.23

0.40

0.97

3.5

0.23

0.15

1.81

10.23

0.23

0.15

3.53

18.65

0.6

0.05

1.12

12.12

0.6

0.05

0.73

9.38

0.23

0.4

1.73

3.5

0.23

0.4

1.29

1.2

0.23

0.4

0.44

0.23

0.15

0.21

0.23

0.15

0.28

1.5

0.23

0.15

0.10

3.5

0.23

0.15

0.48

9.38

0.6

0.05

0.28

Beam

0.23

0.4

1.10

Ground beam

3.00

0.23

0.15

0.41

4.66

0.6

0.05

0.28

3.46

0.6

0.05

0.21

Lintel

Sunshade

Admin Building Ground beam

Lintel

Watchman shed

Total

23.35

Deduction for column

0.4

0.23

0.4

0.63

0.4

0.23

0.4

0.29

Total deduction

0.92

Total Less deduction

22.43

Say

23000.00

dm3

RCC 1:1 /2:3 using 20mm nominal size broken stone for slab including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement.

Sl.No

Description of Items

Length

Breadth

Height

Quantity

For Slaughter house Building

10.92

3.96

0.10

4.32

10.92

7.69

0.10

8.40

Slaughter slab

3.00

4.00

0.15

1.80

Counter

3.00

1.00

0.10

0.30

Admin Building

9.38

5.15

0.10

4.83

Watch man shed

3.46

0.10

1.20

Total

20.85

Say

21000.00

For Slaughter house Floor

0.10

5.50

0.10

2.10

Leading drain to Biogas plant

0.10

3.50

Total

11.10

Say

12000.00

10.75

11000.00

dm3

Reinforced Cement 1 Concrete 1:1 /2:3 using 20mm (nominal size) broken stone for covering pre-cast slab / perforated pre-cast slab including cost and conveyance of materials, labour charges and watering, curing , fixing charge, etc complete but excluding an

358

0.6

0.5

0.10

RCC 1:1 /2:3 using 20mm nominal size broken stone for Vertical Drop slab including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. Admin building

12.78

Say 12

dm3

RCC 1:11/2:3 using 20mm broken stone for base and side wall of drain including cost and conveyance of all materials, labour charges, hire for formwork, watering, curing, etc. complete but excluding cost of reinforcement.

Say 11

Unit

0.1

0.6

0.77

1000.00

dm3

Providing Reinforcement for RCC work,bent, tied and placed in position using TMT steel Column footing – 46.75 m3 @ 70 Kg/m3

272.31

RCC column– 16.74 m3 @ 140 Kg/m3

2343.52

Ground Beam – 25.36 m3 @ 130 Kg/m3

3296.46

Beam – 22.43 m3 @ 140Kg/m3

3139.84

Slab – 20.85 m3 @ 90 Kg/m3

1876.47

Storm water drain – 51.60 m3 @ 100 Kg/m3

5160.00

Precast slab – 10.75 m3 @ 120 Kg/m3

1290.00

Drop slab – 0.77 m3 @ 70 Kg/m3

53.90

Total

20432.49

Sl.No

Description of Items

Length

Breadth

Height

Say 13

Quantity 205.00

Unit Qtl

Filling and forming the basement with contractor's own good quality clean earth and conveyed from available sources with all lead and lift including all for consolidation Slaughter house

18.00

10.00

0.45

81.00

Admin building

9.00

5.00

0.45

20.25

Watchman Shed

3.00

0.45

4.05

Total

105.30

Say

106.00

Brick work in Cement mortar 1:5 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete Slaughter house

Admin Building

Watch man shed

18.65

0.23

3.00

25.74

10.12

0.23

3.00

34.91

3.5

0.23

3.00

14.49

2.5

0.23

3.00

1.73

0.23

3.00

2.76

2.45

0.23

3.00

1.69

10.12

0.23

1.50

6.98

10.12/2

0.23

1.50

3.49

9.38

0.23

3.00

12.94

3.5

0.23

3.00

9.66

22.96

0.23

0.80

4.22

20.44

0.23

1.00

4.70

3.5

0.23

2.00

4.83

0.23

3.00

8.28

13.84

0.12

0.80

1.33

Total

137.76

Deduction Door

Window

0.9

0.23

2.1

3.91

0.9

0.23

2.1

0.87

0.9

0.23

2.1

0.43

0.75

0.23

2.1

1.09

1.5

0.23

2.1

0.72

0.23

2.1

1.93

0.23

1.5

0.69

1.5

0.23

1.5

7.76

0.5

0.23

0.58

Total deduction

17.99

Total Less deduction

119.77

Say

120.00

Sl.No

Description of Items

Length

Breadth

Height

Quantity

180

1.5

0.15

40.50

Say 16

dM3

Flooring with cement concrete 1:4:8, using 40mm nominal size broken stone including cost and conveyance for materials and labour charges and watering Slaughter house

Admin Building

41000.00

Unit

3.00

3.5

0.10

2.10

4.00

3.5

0.10

1.40

3.50

3.5

0.10

1.23

2.47

3.5

0.10

0.86

1.80

3.5

0.10

0.63

2.00

3.5

0.10

0.70

10.46

3.5

0.10

3.66

4.00

3.5

0.10

1.40

6.23

3.5

0.10

2.18

3.00

3.5

0.075

0.79

4.00

3.5

0.075

1.05

1.50

3.5

0.075

0.39

9.38

1.2

0.075

0.84

19.77

3.5

0.1

6.92

21.00

1.00

(0.3+0.1)/2

4.2

Total

28.36

Say

29.00

Cement Concrete 1 1:1 /2:3 using 20mm nominal size broken stone for levalling course Slught floor

10.46

0.10

7.32

3.5

0.10

0.70

19.77

3.5

0.10

6.92 14.94 15000.00

dM3

Plastering with Cement mortar 1:4 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete Slaughter house (outside)

18.65

3.45

128.69

10.92

3.45

75.35

7.46

2.00

29.84

Sl.No

Description of Items

Length

Breadth

10.92/2

1.50

16.38

3.73

2.00

14.92

2.46

2.00

4.92

13.0

3.00

39.00

13.0

3.00

39.00

4.40

2.50

11.00

4.70

2.50

11.75

2.90

2.50

7.25

Preparation room

15.00

3.00

45.00

Ramp

11.00

5.00

55.00

Freezer room

10.60

3.00

31.80

11.94

3.00

35.82

Delivery Area

14.00

3.00

42.00

Dressing Room

34.92

3.00

104.76

7.00

2.00

28.00

10.46/2

1.50

15.69

store

3.00

45.00

Waste deposit

19.56

3.00

58.68

Parapet

26.3

1.72

45.24

18.38

1.72

31.61

Out side

26.64

3.45

91.91

Parapet

29.00

1.85

53.65

Inside dadoing

13.00

3.00

39.00

15.00

3.00

45.00

Toilet

8.00

3.00

24.00

Lairage

3x2

3.50

2.00

42.00

3.50

0.23

2.42

20.44

0.23

9.40

20.44

0.23

4.70

0.92

1.00

8.28

0.92

2.50

20.70

Slaughter house (inside)

Height

Quantity

Admin building

column

watch man

0.00

out side

13.84

3.45

47.75

inside

36.00

Parapet

13.84

1.85

25.60

Total

1367.10

Deduction Door

0.9

2.1

22.68

0.75

2.1

4.725

Unit

Sl.No

Description of Items

Length

Breadth

Height

Quantity

Opening

1.5

2.1

3.15

2.1

8.4

1.5

Window

1.5

33.75

Ventilator

0.5

2.5

Total deduction

78.21

Total Less deduction

1288.90

Say

1300.00

Unit

3.00

3.50

10.50

3.00

3.50

10.50

Preparation

4.00

3.50

14.00

Cold

1.80

3.50

6.30

Dressing

2.47

3.50

8.65

Delivery

3.50

12.25

store

4.00

3.50

14.00

Waste room

6.23

3.50

21.81

shade

11.68

0.70

16.35

12.12

0.70

16.97

3.00

3.50

10.50

4.00

3.50

14.00

1.50

3.50

5.25

9.38

1.20

11.26

1.73

1.00

1.73

drop

12.78

1.30

16.61

Sun shade

9.38

0.70

6.57

Room

3.00

9.00

Sun shade

4.66

0.70

6.52

3.46

0.70

4.84

Admin Bldg. Office room

Varandha

Watchman Shed

Total

217.60

Say

220.00

Plastering with cement mortar 1:3 12 mm thick with neat cement flushing coat over the slab including cost and conveyance for materials and labour charges and watering, curing etc. complete Slaughter house Slaughter house

10.92

7.69

83.97

10.92

3.96

43.24

Sl.No

Description of Items

Length

Breadth

Height

Quantity

Sun shade

18.65

0.70

26.11

12.22

0.70

17.11

Admin building

9.38

5.14

48.21

Admin bldg. â&#x20AC;&#x201C; sun shade

9.38

0.70

6.57

Watch man Shed

3.46

11.97

Watchman bldg. â&#x20AC;&#x201C; sun shade

3.66

0.70

5.12

3.46

0.70

4.84

In side of external drain

1.10

61.60

180

1.70

306.00

Lairage

20.5

3.73

76.47

Ramp

1.00

21.00

Total

712.22

Say

713.00

Nos

Steel works welded or bolted in built-up section, truss and framed work with M.S angle or GI pipes etc. straightening, cutting welding, fabricating and hoisting, including applying a coat of iron primer for slaughter house

Steel works welded or fitted in built-up section, truss and framed work with M.S angle or GI pipes etc. straightening,cutting welding, fabricating and hoisting, including applying a coat of iron primer. for Lairage 3m length tress

21.00

42.00

4.50

40.50

Total

82.50

Say

83.00

Purlin 32mm GI Pipe, cutting, laying etc complete

2x9

12.00

216.00

Say 24

Unit

220.00

Steel work in R.S Joist (in single section) cutting, hoisting and fixing in position including applying a coat iron primer etc., complete(Supply Channel section for providing pulley block) ISMB 225x110

7.5

31.2

702.00

ISMB 100x50

1x2

9.2

588.80

Support for beam

6x2

0.5

9.2

55.2

RSJ for holding pulley and hooks 1x32 = 32m

Sl.No

Description of Items

Length

Breadth

Height

Quantity

Unit

ISMB 100x50

5% wastage

67.3

Total

1.413.30

Say

1.5

Roofing with powder coated GI tile profile sheets with bolts and nuts and bitumen washer including necessary overlap of 150mm at ends etc. complete Slaughter building

12.50

4.50

112.50

Lairage

22.00

5.00

110.00

Total

222.50

Say

225.00

m2 m

Powder coated sheet Ridge coping for sheet roofing

13.00

Welding by electric plant

3x2

0.75

4.50

0.35

3.50

2x12

0.35

8.40

Total

16.40

Say

17.00

22.00

Supplying and fixing stainless steel gratings to internal drains

Marble slab flooring to slaughter floor and dressing area using 16mm thick white superior quality marble slab in cement mortar 1:3 etc. complete

55.00

0.40

Dressing area

10.46

7.00

73.22

Side of slaughter floor

4.00

0.50

4.00

Cold storage

1.80

3.50

6.30

2.47

1.00

2.47

Top of counter

3.50

1.00

3.50

Preparation room

4.00

3.50

14.00

Step

3.50

0.45

3.15

3.50

0.15

0.53

Total

107.17

Say

110.00

Supplying and paving good quality Vitrified tiles 60x60 cm size white colour over 12mm thick cement mortar 1:3 one coat including cost and conveyance of materials and labour charges, watering, curing, etc. complete Slaughter house Office

3.00

3.50

10.50

Delivery area

3.50

12.25

Toilet

3.00

3.50

10.50

Changing

2.47

2.50

6.18

Store

4.00

3.50

14.00

Waste depositing

6.23

3.50

21.81

Sl.No

Description of Items

Length

Breadth

Height

Quantity

Inside room

55.00

0.90

49.50

3.00

3.50

10.50

4.00

3.50

14.00

1.50

2.50

3.75

9.38

1.20

11.26

1.73

1.00

1.73

13.00

0.10

1.30

15.00

0.10

1.50

7.00

0.10

0.70

3.00

9.00

12.00

0.10

1.20

2.50

0.45

2.25

2.50

0.45

1.13

1.20

0.45

1.08

1.20

0.15

0.18

Unit

Admin building Floor

Skirting

Watchman Shed Floor

Store

Total

184.30

Say

185.00

Dadoing wall with best glazed white or coloured tiles 7.5mm thick or nearest in 12mm cement mortar 1:3 and pointing with coloured cement Slought house

36.84

3.50

128.94

Dressing area

3.50

24.50

Preparation

15.00

3.00

45.00

Cold storage

10.00

3.00

30.00

Toilet

13.00

3.00

39.00

4.40

2.50

11.00

4.70

2.50

11.75

2.90

2.50

7.25

Changing room

9.94

3.00

29.82

Delivery area

10.50

3.00

31.50

Store

15.00

3.00

45.00

Waste

19.46

3.00

58.38

13.00

1.50

19.50

8.00

2.10

16.80

Toilet

498.44 Deduction Door

Window

0.9

2.1

13.23

0.9

1.5

1.35

0.75/2

2.1

2.3625

1.5/2

1.5

11.25

Sl.No

Description of Items

Breadth

Height

Quantity 28.19

Total Less deduction

470.25

Say

475.00

Providing fabricating and fixing Aluminium Single Door shutter using Aluminium powder coated holow section of size 100x44.5x1.5mm (9245) for bottom, end vertical and top horizontal section of size 50x44.50x1.2mm (9258) and middle horizontal section of size 50x50x2mm (9286) and fixing 12mm thick prelaminated particle board at bottom and 5.5mm thick olaine glass at top including hinges,handle, glazing clips, rubber beading, Door closser,Locking arrangements. etc.

0.9

2.1

15.12

1.5

2.1

3.15

Total

18.27

Say

19.00

Unit

Anjili wood planed and framed work for frames for doors, windows, ventilators etc.

Watchman shed

Length

Total deduction

Admin building

2x2

2.15

0.1

0.075

0.06

2x1

1.05

0.1

0.075

0.02

1x2

2.15

0.1

0.075

0.03

1x1

1.05

0.1

0.075

0.01

Total

0.12

Say

120.00

0.8

2.05

Supplying And Fixing steel window of standard size using 20X90X3 mm thick 'Z' section for outer frames and shutter frames weighing 1.4 Kg/m providing 2 central vertical frame using J section weighing 1.6 Kg/m, providing window sashes 2 nos. for each shutter

1.50

33.75

1.00

0.50

2.5

Say

dm3

4.92

500.00

Total

36.25

Say

37.00

dm2

Sl.No

Description of Items

Supplying And Fixing Rolling shutter of approved make and painted with a priming coat of iron primer, made of 80x1.25 mm M.S laths interlocked together through their entire length and jointed together at he end by the end locks mounted on speciallly, designed pipe shaft, with brackets, side guides and arrangements for inside and outside locking with push and pull operation etc complete

Length

Breadth

3.50

2.50

8.75

Delivery counter

2.50

1.50

3.75

Cattle entry

2.00

2.50

5.00 17.5

Say

1800.00

dm2

Supplying and fixing Top cover for Rolling shutter Delivery entrance

4.0

4.00

Delivery counter

3.00

Cattle entry

2.00

2.00 9.00

White Cement washing one coat including cost and conveyance for materials and labour charges and watering, curing etc. complete Qty. vide item 18

1288.9

Qty. vide item 19

217.6

Total

1506.50

Deduction for Dadoing area

470.25

Total less deduction

1036.26

Say

1037

Finishing new cement plastered walls with Plastic Emulsion water proof paint, two coats including cost and conveyance for materials and labour charges and watering, curing etc. complete Qty. vide item 18

1288.9

Qty. vide item 19

217.60

Total

1506.50

Deduction for Dadoing area

470.25

Total less deduction

1036.26

Say

1037.00

Painting with synthetic enamel paint of approved quality two coats over a priming coat to new wood works including cost and conveyance for materials and labour charges, etc. complete -

Say

0.9

2.1

12.76 13.00

Painting with synthetic enamel paint of approved quality two coats over a priming coat to new iron work, including cost and conveyance for materials and labour charges, etc. complete 2x0.50x37.00 m2

Unit

Total

2x1.125

Quantity

Delivery entrance

Total 38

Height

37.00

Painting with synthetic enamel paint two coat on Rolling shutter using approved quality paint as specified, one coats 2x1.14x17.2 m2

39.90

Say

40.00

Sl.No

Description of Items

Supplying and Fixing Europian type, water closet (Earthern ware white best quality) with p or S trap, using duroplastic seat and cover and C.P brass hinges with rubber buffers,1.5 liter white enamelled PVC low level flushing cistern with fittings and brackets, including cutting and making good the walls and floors etc.

Length

Breadth

Height

Quantity

Unit

3.00

Nos

Supplying and fitting 550x400mm or nearest size wash hand basin of white glazed earthenware (Indian make- best quality) with C.I brackets, a pair of 15mm C.P. brass pillar taps and 2 nos. 15mm lead and brass connections with brass unions, using 15mm lead pipe weighing not less than 1.60Kg per m, 2 nos. 15mm GM wheel valves, rubber plug and CP brass chains, 32mm CP brass waste of standard pattern, 32mm lead trap with access cap, soldering the joints complete, including cutting making good the walls, painting the brackets, waste connections, etc., with suitable paint two coats (Indian fitting â&#x20AC;&#x201C;best quality)

3.00

Nos

Supplying, threading, laying and jointing 110mm diameter PVC pipe 4kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including trenching to a minimum depth of 50cm and refilling, etc, complete(External work)

25.00

Supplying, threading, laying and jointing 50mm diameter PVC pipe 6kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including

30.00

Sl.No

Description of Items

Length

25.00

Breadth

Height

Quantity

Unit

25.00

trenching to a minimum depth of 50cm and refilling, etc, complete(External work) 47

Supplying, laying and jointing 20mm nominal diameter PVC pipe 10kgf/cm2 (ISI marked) and specials such as tees, bends, elbows, etc, with clamp and solvent cement for jointing pipe including cutting and making good the walls, painting exposed face, etc, (Internal work)

Constructing Inspection Chamber of size 40x40cm or 40x60cm inside the sewer line up to a depth not exceeding 60cms with brick masonry in cement mortar 1:6, 23cm thick wall forming channels inside with cement concrete 1:3:6 using 40mm broken stone, plastering the inside and channels with cement mortar 1:3, 12mm thick with neat cement flushing coat including all earth work and foundation concrete 20cm thick, etc. complete

3.00

Nos

Supplying stainless steel ladder 3m height

1.00

Supplying stainless steel bench up to 1.50m height

4.00

Supplying stainless steel wheel barrow

3.00

Supplying pressure washer 200-330 KPA

1.00

Generator 10KV

1.00

Solar water heater 500 ltr

1.00

Chopper

1.00

Mixer grinder

1.00

Biogas plant

1.00

Biogas Conversion generator

Stainless steel Hooks

NA 15

15.00

2.4.2 Soak Pit Sl. No 1

Details of work

Length Breadth Height Quantity Unit (m) (m) (m) Earth work excavation in all classes of soil except hard rock and depositing on bank with initial lead up to 50 m and lift up to 1.5m including breaking, clods, watering, ramming and sectioning of spoil bank, etc complete. Foundation of pit 1.1 1.1 0.23 0.87 Pit

1.1

2.1

7.98

Total

8.85

Say

9.00

Brick work in Cement mortar 1:6 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete For foundation

1.73

0.35

0.23

0.44

Above Foundation

1.73

0.23

2.1

2.62

Total

3.06

Say

4.00

RCC 1:11/2:3 using 20mm broken stone for pre-cast circular cover slab of soak pit including all for formwork, watering, curing,fixing charge, etc complete but excluding cost and labour for reinforcement. Total

0.98

0.075

0.23

230.00

dm3

Reinforcement for RCC work, bent, tied and placed in position using TMT steel 8mm dia bar @12cm c/c 2bars for 1 slab

1.91

3.82

4 bars for 1 slab

1.79

7.16

1.67

6.68

1.55

6.2

1.42

5.68

1.3

5.2

1.18

4.72

1.05

4.2

0.9

3.6

0.8

3.2

0.65

2.6

0.5

3.1

1.91

6.00

Total weight

61.06

Total weight = 61.06m x 0.395kg/m

24.12

Add wastage and lap, 5%

1.21

Total

25.32

Say

0.30

qtl

Unit

2.4.3 Overhead Tank and Pump House Sl. No 1

Description of Items

Length

Breadth

Height

Quantity

Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

3.8

1.5

21.66

Say

22.00

Sl. No 2

Description of Items

Length

Breadth

Height

Quantity

Unit

Cement Concrete 1:4:8 using 40mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete

3.8

0.2

2.888

3.00

RCC 1:1 /2:3 using 20mm nominal size broken stone in columns footing including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. 1 RCC 1:1 /2:3 using 20mm nominal size broken stone in columns including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. 1 RCC 1:1 /2:3 using 20mm nominal size broken stone for beam including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. 1 RCC 1:1 /2:3 using 20mm nominal size broken stone for Bottom slab of Tank including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. 1 RCC 1:1 /2:3 using 20mm nominal size broken stone for Side wall of Tank including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement.

Say 1

3.6

0.25

Say 4

4000.00 0.3

0.3

Say 4x4

0.3

3.4

0.2

Say

2 2 Total Say

0.2 0.2

1.8 1.8

dm3

2.312 2500

3.4 3

dm3

4.32 4500

3.4

dm3

2.16 2500

Say 1

3.24

dm3

2.45 2.16 4.61 5000.00

dm3

RCC 1:1 /2:3 using 20mm nominal size 3 3.4 3.4 0.15 5.202 broken stone for Cover slab of Tank including Say 6000 all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. Providing Reinforcement for RCC work, bent, tied and placed in position using TMT steel Column footing – 3.24 m3 @ 70 Kg/m3 226.80

dm3

RCC column – 2.16 m3 @ 140 Kg/m3

302.40

Beam – 4.32 m3 @ 140Kg/m3

604.80

Bottom Slab – 2.31m3 @ 90 Kg/m3

207.90

Tank side wall – 4.61 m3 @ 100 Kg/m3

461.00

Cover slab – 5.2 m3 @ 120 Kg/m3

624.24

Total

2427.14

Say

25.00

Qtl.

80.00

20.00

Sl. No 12

Description of Items

Supplying, laying and jointing 25mm nominal diameter PVC pipe 10kgf/cm2 (ISI marked) and specials such as tees, bends, elbows, etc, with clamp and solvent cement for jointing pipe including cutting and making good the walls, painting exposed face, etc, (External work) Supplying, threading, laying and jointing 20mm diameter PVC pipe 10kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including trenching to a minimum depth of 50cm and refilling, etc, complete(External work) Brick work in Cement mortar 1:5 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete - Pump house Anjili wood planed and framed work for frames for doors, windows, ventilators etc.

Quantity

Unit

60.00

45.00

Length

Breadth

0.23

Height

2.5

Say

6.90 7.00

2.15

0.1

0.075

0.03

0.1

0.075

0.01

0.04 say 16

Supplying and fixing Anjili wood fully paneled shutters( as per standard drawings) to suit the door frames already fixed, inclusive of labour charges, for fixing all fittings but exclusive of cost of fittings etc complete Supplying And Fixing steel window of standard size using 20X90X3 mm thick 'Z' section for outer frames and shutter frames weighing 1.4 Kg/m providing 2 central vertical frame using J section weighing 1.6 Kg/m, providing window sashes 2 Nos for each shutter Plastering with Cement mortar 1:4 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete Deduction

1000.00 0.8

2.05

Say 0.5

Painting with synthetic enamel paint approved quality two coat including a priming coat to new wood works after rubbing with sand paper and cleaning surface including cost and conveyance for materials and labour charges, etc. complete - 2x1.125 Painting with synthetic enamel paint approved quality two coat including a priming coat to new iron work ,including cost and conveyance for materials and labour charges, etc. complete - 2x0.5 Say White Cement washing one coat including cost and conveyance for materials and labour charges and watering, curing etc. complete Qty. as per item no.18

dm2

0.45 0.5

0.9

14.4

2.5

36.00

12.8

2.5

32.00

Total

68.00 0.9

2.1

1.89

Total Less deduction Say 19

200.00

1 Say

0.9

2.1

Say 1

1.64

0.9

0.5

66.11 67.00

4.25

4.50

0.45

4.50

67.00

Sl. No 22

Description of Items

Finishing new cement plastered walls with Emulsion water proof paint, two coats including cost and conveyance for materials and labour charges and watering, curing etc. complete - Qty. as per item no.18 Provide Bore well with submerged Pump and accessories

Length

Breadth

Height

Quantity

Unit

67.00

No.

2.4.4 Anaerobic Tank Sl. No 1

Description of Items

Length

Breadth

Height

Quantity

Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

5.4

2.85

138.51

Cement Concrete 1:4:8 using 40mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete

5.9

3.4

0.15

3.01

1.45

1.7

0.15

0.37

RCC 1:1 /2:3 using 20mm nominal size broken stone in columns footing including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. RCC 1:11/2:3 using 20mm broken stone for base and side wall of Tank including cost and conveyance of all materials, labour charges, hire for formwork, watering, curing, etc. complete but excluding cost of reinforcement.

Reinforced Cement Concrete 1:1 /2:3 using 20mm (nominal size) broken stone for covering pre-cast slab / perforated pre-cast slab including cost and conveyance of materials, labour charges and watering, curing , fixing charge, etc complete but excluding cost and labour for reinforcement.

Say

140.00

Total

3.38

Say

4.00

5.6

3.1

0.2

3.47

1.5

1.6

0.2

0.48

Total

3.95

Say

4000.00

dm3

5.4

0.2

2.5

5.40

2.5

0.2

2.5

3.75

1.4

0.2

1.5

0.84

1.2

0.2

1.5

0.36

2.6

0.15

1.7

3.32

Total

13.67

Say

14000.00

dm3

5.4

2.9

0.15

2.35

1.4

1.6

0.15

0.34

Total

2.69

Say

3000

dm3

Providing Reinforcement for RCC work bent, tied and place in position using TMT steel Base slab – 4m3 @ 110 kg/m3

440.00

Side wall – 14m3 @ 120 kg/m3

1680.00

Covering slab – 3m3 @ 110 kg/m3

330.00

Total

2450.00

Say

2.50

No.

Supplying and providing cast iron heavy duty man hole cover with frame size 60x60cm

Providing stainless steel screen inside

1.2

1.4

say 9

Unit

Plastering with Cement mortar 1:3 ,12mm thick to surface one coat floated hard and

1.68 1.7

2.5

12.5

2.5

37.5

Sl. No

Description of Items

Length

trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete

Breadth

Height

Quantity

2.5

12.5

2.5

3.7

46.25

1.2

1.44

4.8

1.5

7.2

Total

117.39

Say

120.00

Unit

2.4.5 Compound Wall and Gate Sl. No

Description of Items

Length

Breadth

Height

Quantity

Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

260

0.6

93.6

Say

94.0

Random rubble masonry in cement mortar 1 260 0.6 0.6 93.6 1:6 for foundation and basement including 1 260 0.45 0.45 52.65 pointing simultaneously with same mortar and Total 146.25 providing necessary weep holes including cost and conveyance of materials and labour Say 147.00 charges, watering, curing etc complete Brick work in Cement mortar 1:5 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete Wall

260

0.23

2.00

119.60

Extra for pillar

0.35

0.12

2.00

7.56

Gate pillar

0.6

2.50

1.80

Total

128.96

Say

130.00

Plastering with Cement mortar 1:4 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete

260

1040

260

0.23

59.8

90x2

0.12

4.32

2.4

2.5

0.6

0.72

Unit

Total

1116.84

Say

1120.00

White Cement washing one coat including cost and conveyance for materials and labour charges and watering, curing etc. complete Same as item no.4 Finishing new cement plastered walls with cement water proof paint, two coats including cost and conveyance for materials and labour charges and watering, curing etc. complete Same as item no.4 Supplying and fixing M.S gate with 32mm GI pipe outer frame and 12mm Sq.rod vertical at 10 cm c/c and horizontal at 15cm c/c ,including all fittings like clamp and locking arrangement.

1120.00

8.00

2.4.6

Road and Parking Lot

Sl. No

Description of Items

Length

Breadth

Height

Sectioning upto 150mm on the surface of new road

14.00

5.00

70.00

30.00

10.00

300.00

Total 2

Quantity

370.00

Supplying 60mm graded metal (Proportion of 7:3 of 60mm and 36mm by volume) and stacking in standard heap for measurements including cost, conveyance, etc

130.00

4.10

0.10

53.30

30.00

10.10

0.10

30.30

Supplying and stacking 36mm hard granite broken stone in standard uniform heap for measurements

130.00

4.10

0.10

53.30

30.00

10.10

0.10

30.30

Supplying and stacking good hard gravelly red earth for blinding for measurements

130

4.1

Supplying hard blue granite broken stone 12mm size and stacking in standard uniform heap for measurements including cost, conveyance, etc, complete

130.00

30.00

Supplying hard blue granite broken stone 6mm size and stacking in standard uniform heap for measurements including cost, conveyance, etc, complete

130.00

4.10

Metalling the roadway 100mm spread thickness compacted to 75mm using departmental broken stone (graded in the ratio of 7:3 of 60mmand 36mm sizes)1m3/10m2 and departmental blinding materials (0.20m3/10m2 ), bed rolling, spreading broken stones to template, rolling dry to compaction from sides to central until the movement of broken stones cease, watering profusely and rolling until the fines cream up and fill the voids of the stones, then spreading the gravelly earth and sweeping in to the joints, watering and rerolling until the gravelly earth has worked in to all the crevices and only a thin coat of slurry remains, then take off the roller and allow to set to harden for 24 hours and rerolling next day until any deformity is rectified, including fencing, lighting, watching and maintaining the surface free of ruts for 15 days after completion as per IRC.2-1-2

130.00

4.10

533.00

30.00

10.10

303.00

130.00

4.10

533.00

30.00

10.10

303.00

Total

83.60

Total

83.60

0.035

18.66

4.10

0.10

53.30

10.10

0.10

30.30

Total

Unit

0.009

83.60

4.80

836.00

2.5

Providing 20mm Pre-mix chipping carpet over W.B.M. surface with departmental broken stone after thoroughly cleaning the base with wire brushes, bass brooms and applying a 2 priming coat of 7.50Kg of bitumen 10m and 3 spreading the hot pre-mix (formed of 0.27m of departmental 12mm metal and 12.96Kg of 2 bitumen per 10m ) rolling to dense surface, then spreading the seal coat (comprising of a 3 hot pre-mix of 0.09m of 6mm departmental 2 metal and 8.64Kg of bitumen per 10m ) again rolling including the cost of bitumen, oils and fuel, hire of bass brooms, camber board, roller and other machines, watching, lighting and other charges, etc complete (Total usage 2 of bitumen is 29.10Kg per 10m ) as per IRC.3-2-2

130.00

4.10

533.00

30.00

10.10

303.00

Total

836.00

RATE ANALYSIS AS PER 2010 SOR OF KERALA PWD Description of Items

Unit

Site clearance

Earth work excavation in hard soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Labour 4.000

Man

Each

240.00

2.250

Man( 1 Boy= 0.75 man)

Each

180.00

960.00 405.00 1,365.00

111

Cement Concrete 1:4:8 using 40mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete Materials

0.95m3

40mm (nominal size) broken stone

490.00

465.50

0.48m3

Sand

1750.00

840.00

171kg

Cement

ton

4700.00

803.70

40mm (nominal size) broken stone

246.00

33.70

0.48m

Sand

158.00

75.84

171kg

Cement

ton

234.00

40.01

32.50

0.95m3 3

Labour

0.100

Mason

Each

325.00

1.000

Man

Each

240.00

40.00

1.400

Woman

Each

240.00

336.00

Total RCC 1:11/2:3 using 20mm nominal size broken stone in columns footing including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement.

1501.50

Conveyance

3,067.25

3373.98

Sl. No

Ref: to PWD/ PHED Data item

Quantity

0.02m2

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Cement Concrete 1:11/2:3 using 20mm (nominal size) broken stone

10dm3

49.86

Formwork for reinforced cement concrete in slab including wooden planks, joists, bamboo posts and labour for taking down after completion of work (hire and labour charge only)

10m2

3709.24

7.42

Total 5

RCC 1:11/2:3 using 20mm nominal size broken stone in columns including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement.

57.28

Amount with CP (Rs)

63.01

10dm3

Main data

0.14m2

Cement Concrete 1:11/2:3 using 20mm (nominal size) broken stone

10dm3

49.86

Formwork for reinforced cement concrete in slab including wooden planks, joists, bamboo posts and labour for taking down after completion of work (hire and labour charge only)

10m2

3709.24

51.93

8.01

Add 20% over the rate for items no. 132 for column Total 6

RCC 1:11/2:3 using 20mm nominal size broken stone for Plinth beam including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement.

109.80

120.78

10dm

Conside 1 m length of work Concrete = 1.00X0.23X0.23 = 52.9 dm3 Formwork = 2X1.00X.23 = 0.46 m2 Formwork required for 10 dm3 = 0.46 *10 /52.9 = 0.087 Main data 10 dm3

Cement Concrete 1:11/2:3

10dm3

52.14188

49.86

0.087 m2

Formwork

10 m2

3709.24

32.27 3.48

Add 10% over the rate for items no. 132 for beam

85.62 7

RCC 1:11/2:3 using 20mm nominal size broken stone for sunshade, Lintal and beam, including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement.

10dm3

Main data

0.11m2

Cement Concrete 1:11/2:3 using 20mm

10dm3

Formwork for reinforced cement concrete in slab including wooden planks, joists, bamboo posts and labour for taking down after completion of work (hire and labour charge only)

10m2

49.86 49.86 3709.24

40.80

94.18

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

4.00

Add 10% over the rate for items no. 132 for beam

104.14 94.67 8

RCC 1:11/2:3 using 20mm nominal size broken stone for slab including all for formwork, watering, curing, etc complete but excluding cost and labour for reinforcement. Sub data Consider 10mX10m area of slab Qty of CC Slab= 1x10.00x10.00x0.10=10m3 Total= 10m3= 10000dm3 Area of Formwork Slab= 1x10.00x10.00=100.00m2 Total = 100.00m2 Formwork for 10dm3 of CC =100.00x10/10000 =0.10m2 Main data 10dm3

Cement Concrete 1:1.5:3 using 20mm (nominal size) broken stone

10dm3

47.1092

0.10m2

Formwork for reinforced cement concrete in slab including wooden planks, joists, bamboo posts and labour for taking down after completion of work (hire and labour charge only)

10m2

3709.24

49.86 40.04

89.90 9

Consider 10m length of drain Sub data Consider 10m length of side drain Qty of CC Base of SD= 1x10.00x0.80x0.15=1.2m3 Side wall of SD=2x10.00x0.15x0.50=1.50 Total= 2.70m3= 2700dm3 Area of Formwork Side wall of SD=2x10.00x0.75=15.00m2

10dm3

98.89

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Side wall of SD=2x10.00x0.50=10.00m2 Total = 25.00m2 Formwork for 10dm3 of CC =25.00x10/2700 =0.096m2 Main data 10dm3

Cement Concrete 1:11/2:3 as per Sub data 4

10dm3

49.86

0.096m2

Formwork for reinforced cement concrete in slab as per Sub data 3(Consider 25%)

10m2

3709.24

8.90

58.77 10

64.64

10dm3

Consider RCC pre-cast slab 100cmx100cmx10cm Quanty of concrete = 3 1x1.00x1.00x0.10 = 0.1m Total = 100dm3 Area of form work = 3x1.00x0.1 = 2 0.3m Total = 0.30m2 Formwork for 10dm3 concrete=0.3x10/150= 0.02m2 Main data 3

10dm

0.02m2

Cement Concrete 1:11/2:3 as per Sub data No.2

10dm

Formworkas per Sub data No.3 (Consider 25%)

10m2

49.86 49.86 3709.24 18.55

Labour 0.010

Heavy load mazdoor for conveying and providing the slab in line and level (0.010HLM/10dm3)

Each

240.00

2.40

70.81 11

77.89

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Total= 1.2m3= 1200dm3 Area of Formwork Side wall of S=2x10.00x0.60=12.00m2 Total = 12.00m2 Formwork for 10dm3 of CC =12.00x10/1200 =0.10m2 Main data 10dm3

Cement Concrete 1:11/2:3 as per Sub data 4

10dm3

47.11

0.10m2

Formwork for reinforced cement concrete in slab as per Sub data

10m2

3709.24

35.61 82.72

90.99

Providing Reinforcement for RCC work, bent, tied and placed in position using TMT steel Materials

TMT steel

4472.00

0.45kg

Iron wire for tying Grill(22g)

70.00

472.00 31.50

Conveyance 1q

Tor steel

ton

234.00

23.40

Labour

1.000

Blacksmith for bending steel

Each

325.00

1.480

Men for tying steel and placing in position

Each

240.00

355.20 207.10

Filling and forming the basement with contractor's own good quality clean earth and conveyed from available sources with all lead and lift including all for consolidation

5727.81

10m3

Sub data for earthwork 56

Earth work excavation in ordinary soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

10m3

711

Sub data for consolidation

0.35

Consolidation

10m3

Man

Each

240

10m3

711

1m3

158

10m3

Main data 10m3

Earth work excavation in ordinary soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking Conveyance

10m3

Good quality gravelly earth

10m3

Extra lead, if any

10m3

Consolidation

0 1580 0 84 2375

2612.5

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Brick work in Cement mortar 1:5 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete

Rate (Rs)

Amount without CP (Rs)

Materials 460Nos

Amount with CP (Rs)

Country Burnt bricks

1000 nos.

2500.00

1,150.00

0.24m

Dry sand

1750.00

420.00

69kg

Cement

ton

4700.00

324.30

Conveyance

460Nos

Country Burnt bricks

1000 nos.

210.00

96.60

0.24m3

Dry sand

158.00

37.92

69kg

Cement

ton

234.00

16.15

Labour

0.700

Brick Mason

Each

325.00

27.50

0.350

Man

Each

240.00

84.00

0.700

Woman

Each

240.00

168.00

10% extra labour LS

47.95

Hire charge for scaffolding

10.00 2,582.42

Cement Concrete 1:2:4 using 20mm (nominal size) broken stone for storm water drain including cost and conveyance of materials, labour charges and watering, curing etc complete but excluding all form work and reinforcement Consider 40cmx40cm size of CC drain with 15cm wall thickness Consider 10m length of drain Sub data for formwork Consider 10m length of side drain Qty of CC Base of SD= 1x10.00x0.70x0.15=1.05m3 Side wall of SD=2x10.00x0.15x0.40=1.20 Total= 2.25m3= 2250dm3 Area of Formwork Side wall of SD=2x10.00x0.55=11.00m2 Side wall of SD=2x10.00x0.40=8.00m2 Total = 19.00m2 Formwork for 10dm3 of CC =19.00x10/2250 =0.08m2 Sub data cc 1:2:4 Materials

2840.66

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

20mm (nominal size) broken stone

0..0045m

Sand

3.3kg

Cement

0.009m

Rate (Rs)

Amount without CP (Rs)

700.00

6.30

1750.00

7.88

ton

4700.00

15.51

Conveyance 3

0.009m

20mm (nominal size) broken stone 3

Amount with CP (Rs)

0.00 3

246.00

2.21

0..0045m

Sand

158.00

0.71

3.3kg

Cement

ton

234.00

0.77

Labour

0.00

Mason

Each

325.00

0.65

0.01

Man

Each

240.00

2.40

0.04

Woman

Each

240.00

8.40 44.83

Main data 10dm3

Cement Concrete 1:2:4 using 20mm (nominal size) broken stone for storm water drain

10dm3

44.83

0.08m2

Formwork for reinforced cement concrete in slab as per Sub data 3(Consider 25%)

10m2

3709.24

7.42

52.25 16

57.48

Flooring with cement concrete 1:4:8, using 40mm nominal size broken stone including cost and conveyance for materials and labour charges and watering Same as item no.3

Cement Concrete 1:11/2:3 using 20mm nominal size broken stone for leveling course

3,373.98 10dm3

Materials

0.009m3

20mm (nominal size) broken stone

700.00

6.30

0..0045m3

Sand

1750.00

7.88

4.32kg

Cement

ton

4700.00 20.30

Conveyance 0.009m3

20mm (nominal size) broken stone

246.00 2.21

0..0045m

Sand

158.00 0.71

4.32kg

Cement

ton

234.00 1.01

Labour 0.002

Mason

Each

325.00

0.010

Man

Each

240.00

0.65 2.40 0.035

Woman

Each

240.00 8.40 49.86

54.85

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Plastering with Cement mortar 1:4 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete

10m2

Rate (Rs)

Amount without CP (Rs)

Materials 0.15m3

Dry sand

Amount with CP (Rs)

1750.00 262.50

54kg

Cement

ton

4700.00 253.80

Conveyance 3

0.15m

Dry sand

158.00 23.70

54kg

Cement

ton

234.00

12.64

Labour

0.900

Brick mason

Each

325.00

292.50

0.550

Man

Each

240.00

132.00

1.100

Woman

Each

240.00

64.00

10m2

1,241.14 19

Materials 3

0.14m

Dry sand

1750.00

245.00

66kg

Cement

ton

4700.00

310.20

Conveyance

0.14m3

Dry sand

158.00

22.12

66kg

Cement

ton

234.00

15.44

Labour

0.900

Brick mason

Each

325.00

292.50

0.550

Man

Each

240.00

132.00

1.100

Woman

Each

240.00

264.00 1,281.26

10m2

Plastering with cement mortar 1:3 12 mm thick with neat cement flushing coat over including cost and conveyance for materials and labour charges and watering, curing etc. complete

10m2

Plastering with Cement mortar 1:3 ,12mm thick

10m2

1281.26

Materials

22kg

Cement

1365.25

1409.39

1,281.26 -

ton

4700.00

103.40

ton

234.00

5.15

Each

325.00

162.50

Conveyance 22kg

Cement Labour

0.500

Brick mason

1,552.31

1707.54

Sl. No

Ref: to PWD/ PHED Data item

754

Quantity

Description of Items

Unit

Each

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Weight of one tabular frame = 105 kg=1.05qtl Calculation Length of 40mm dia (1x7.50)+(2x5.00) = 17.50 x 3.43 kg/m = 60. 00 kg

60.00

32mm dia (1x1.50)+ (2x1.00) = 3.50 x 2.74 kg/m = 9.59 kg

9.59

25mm dia (2x2.80)+ (2x1.40) = 8.40 x 1.50 kg/m = 12.60 kg

12.60

Guzate plate 18.06

(3x0.2x0.15)+ (6x0.15x0.15) = 0.23x 78.50 kg/m = 18.06 kg 5% wastage

5.01 105.05Kg

18.38m

40mm dia GI pipe (including 5% wastage)

154.00

2,830.52

3.68m

32mm dia GI pipe

128.00

471.04

8.82m

25mm dia GI pipe

110.00

970.20

18.96kg

10 mm thick M.S plate

Qtl

3600.00

682.56

Conveyance of material

50.00

3m2

Applying Iron primer

10m2

181.75

54.53

Labour for leveling 0.50

Blacksmith

Each

325.00

162.50

0.20

Heavy load mazdoor

Each

270.00

54.00

0.30

Fitter

Each

300.00

90.00

0.10

Head load

Each

270.00

27.00

Cutting pipe and plate

1.25

Blacksmith

Each

325.00

406.25

1.50

Heavy load mazdoor

Each

270.00

405.00

1.50

Welder for welding

Each

325.00

487.50

1.00

Heavy load mazdoor for assisting the welder

Each

270.00

Hire charge for welding plant

100.00

Current charges and welding road

50.00

1.00

Heavy load mazdoor for hoisting and placing

270.00

Total

7,381.10

Each

8119.20

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

6.3m

25mm dia GI pipe, including 5% wastage

110.00

693.00

0.93kg

M.S Rod,12mm dia

Qtl

3250.00

3,022.50

Conveyance

25.00

0.38m2

Priming coat

10m2

181.75

6.91

1.05 Qtl

333.50

42.50

1.05 Qtl

811.25

103.38

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

{(2x3.00)+ 5% wastage}=6.30, 6.3m 25 dia GI pipe 1.5kg/m=9.45kg (12x0.35)+5% wastage=4.41, 4.41 kg MS rod 0.89kg/m =3.93 9.45+3.93=13.38 kg Labour charge Leveling 13.38kg

previous item no.20 Cutting

13.38kg

previous item no.20 Welding

1.50

Welder for welding

325.00

487.50

1.00

Heavy load mazdoor for assisting the welder

270.00

Hire charge for welding plant

100.00

Current charges and welding road

50.00

1.00

Heavy load mazdoor for hoisting and placing

270.00

Hire charge for pulling rope

10.00

Each

For 3m

5,080.78

Say for 1m

1,693.59

1862.95

Purloin 32mm GI Pipe, cutting, laying etc complete for 30m 31.5m

32mm dia GI pipe

128.00

4,032.00

3.5m2

priming coat

10m2

181.75

63.61

Conveyance

30.00

Labour 2.0

Blacksmith

325.00

650.00

1.0

Heavy load mazdoor

270.00

Total

5,045.61

For 1m 24

168.19

Steel work in R.S Joist (in single section) cutting, hoisting and fixing in position including applying a coat iron primer etc., complete(Supply Channel section for providing pulley block)

1.05 T

R.S Joist including 5% wastage

Qtl

9m2

Iron primer one coat

10m2

4200.00

44,100.00

181.75

163.58

185.01

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Labour

1.00

Blacksmith

325.00

1.00

Fitter

300.00

10.00

Heavy load mazdoor

270.00

2,700.00

10.00

Man mazdoor

240.00

2,400.00

Hire charge for chain and pulley block, etc

75.00

Total

50,063.58

SR453

Roofing with powder coated GI tile profile sheets with bolts and nuts and bitumen washer including necessary overlap of 150mm at ends etc. complete

325.00

55069.93

10m2

Materials 11.5m2

Powder coated sheet

280.00

3,220.00

conveyance from Ernakulam

50.00

36Nos

Stud with washer

5.00

180.00

520.00

Labour 1.60

Carpenter

325.00

1.60

Man mazdoor

240.00

384.00 4,354.00

4789.40

Powder coated sheet Ridge coping for sheet roofing for 30m 15.75

Powder coated sheet

1m2

conveyance

280.00

4,410.00

30.00

120.00

Stud with washer

1.50

Carpenter

5.00

600.00

325.00

1.50

Man mazdoor

487.50

240.00

360.00

Total

5,887.50

For 1m

196.25

215.88

Welding by electric plant Details for 30m 180Nos

Welding Rods 8g

100 Nos

420.00

756.00

3.75

Welder

Current charges and hire for welding plant

325

1,218.75

200

200.00

Total

2,174.75

For 1m

Supplying and fixing stainless steel grating to internal drains

1m2

Cost for grating

1m2

3600.00

3,600.00

0.20

mazdoor

Each

270.00

54.00

72.49

3,654.00 29

Marble slab flooring to slaughter floor and dressing area using 16mm thick white super quality marble slab in cement mortar 1:3

79.74

4019.40

Sl. No

Ref: to PWD/ PHED Data item

Quantity

506

Description of Items

Unit

Plastering with Cement mortar 1:3 ,12mm thick

10m

Rate (Rs)

1281.26

Amount without CP (Rs)

Amount with CP (Rs)

1,281.26

Main data Materials 2

10m

Cement plastering using cement mortar 1:3, 12mm thick

10m

10m2

Marble slab

0.33kg

White cement

15.00

1.00

Carborandom stone

120.00

0.25kg

Oxalic acid

80.00

20.00

0.10kg

Mansion polish

200.00

20.00

50.00

1,281.26 1100.00

conveyance for marble

11,000.00

Labour 1.00

Brick mason

325.00

0.88

Man mazdoor

240.00

10.00

Polishing 4.00

Polisher (special mazdoor)

255.00

1,020.00

2.00

Men

240.00

480.00

2day

Hire charge for Polishing machine

day

200.00

400.00

Sundries

30.00 14,971.26

506

16,468.39

10m

Plastering with Cement mortar 1:3 ,12mm thick

10m2

1281.26

1,281.26

1281.26

1,281.26

Main data Materials 10m2

Cement plastering using cement mortar 1:3, 12mm thick

10m2

Vitrified tiles

570.00

5,700.00

0.33kg

White cement

15.00

50.00

325.00

Conveyance Labour 1.000

Brick mason

325.00

0.875

Man mazdoor

240.00

210.00 7,581.26

Dadoing wall with best glazed white or coloured tiles 7.5mm thick or nearest in 12mm cement mortar 1:3 and pointing with coloured cement

1m2

Main data Materials 1m2

Ceramic tiles Add extra 5% for cornices, angle etc

1m2

320.00

16.00

8,339.39

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

0.48kg

cement

Conveyance

Rate (Rs)

Amount without CP (Rs)

4700.00

2.26

10.00

Amount with CP (Rs)

Labour 0.900

Brick mason

325.00

292.50

0.500

Man mazdoor

240.00

120.00

LS 1m2

LS Plastering with Cement mortar 1:3 ,12mm thick

10m2

5.00

1281.26

128.13 893.88

Providing fabricating and fixing Aluminium Single Door shutter using Aluminium powder coated hollow section of size 100x44.5x1.5mm (9245) for bottom, end vertical and top horizontal section of size 50x44.50x1.2mm (9258) and middle horizontal section of size 50x50x2mm (9286) and fixing 12mm thick prelaminated particle board at bottom and 5.5mm thick olaine glass at top including hinges, handle, glazing clips, rubber beading, Door closer, Locking arrangements. etc. Area= 1x0.80x2.10 =1.68m2 100x44.5x1.2 section (9246) Bottom - 1x0.80 =0.80 5% wastage = 0.04 =0.84 x 1.504kg/m =1.263 kg

1.263

50x50x1.2mm (9286) Middle - 1x0.70 = 0.70 5% wastage = 0.04 0.888kg/m = 0.657kg

0.657 =0.74 x 4.868

50x50x1.2mm (9258) Top and Side - 1x0.80 = 0.80 2 x2.05 =4.10 5% wastage = 0.24 =5.14 x 0.947kg/m = 4.868 kg Glazing clip 2x3.60 = 7.20 2x3.10 = 6.20 wastage =0.67 x 0.176 kg/m = 2.476kg

2.476 5% =14.07m

2mm thick angle 12 x 0.05 = 0.60 wastage=0.03 0.30 = 0.19kg

0.189

5% 0.63 x

9.453 9.453kg

Powder coated Aluminium

215.00

2,032.40

0.81m2

12mm particle board

712.00

576.72

0.63m2

5.5mm thick plain glass

360.00

226.80

Rubber beading

20.00

2.0

Hinges

50.00

100.00

2.0

Door handle

69.00

138.00

1.0

Door closser

1100.00

1,100.00

1.0

Door lock

625.00

983.27

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

50.0

25mm steel screws

7.50

375.00

Conveyance

30.00

Rate (Rs)

Amount without CP (Rs)

25% fabrication charge

Amount with CP (Rs)

1,305.98 6,529.89

Say 33

7182.88 / 1.68

Anjili wood planed and framed work for frames for doors, windows, ventilators etc.

7182.88 4275.53

10dm

Materials 3

10.5dm

Anjili wood scantlings allowing 5% wastage

10dm

555.61

583.40

Labour 0.220

Carpenter

Each

325.00

0.100

Man

Each

240.00

71.50 24.00 678.90

746.78

10dm2

Materials 3

3.19dm

Anjili wood scantiling with 5% wastage

10dm3

555.61

177.24

125.45

Labour 0.386

Carpenter

Each

325.00

0.028

Man

Each

240.00

6.72 309.41

MS Section @ Rs 40.84 (as per Sub data 2)

40.48

1,439.47

23.140

MS Rod kg @ Rs 38.90 (as per Sub data 2)

38.90

900.15

17.400

Aluminium channel @ Rs 20 / m

20.00

348.00

375.00

795.00

25.00

75.00

2.120

Plane Glass 3 mm

3.000

Window handles @ Rs25/no.

Nos

LS Cost for Screws

15.00

Labour Charges 58.700

Conveyance @ Rs 187.20 / ton

187.20

10.99

340.35

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

55.910

Fabrication Charges

Qtl

0.750

Carpenters for fixing 0.37

2.100

Rate (Rs)

Amount without CP (Rs)

3686.11

2,060.90

Each

325.00

243.75

Each

240.00

88.80

0.75

Each

325.00

243.75

0.37

Each

240.00

88.80

138.65

29.12

Painting Primer (as per Sub data 3)

10 m

LS for Glass conveyance

Amount with CP (Rs)

25.00 6,363.72

For 1 m

SR763

10dm2

3,030.34

10dm2

Rolling shutter

Conveyance

1400.00

140.00

5.00

3333.38

Labour 0.030

Fitter

270.00

8.10

0.030

man mazdoor

240.00

7.20

0.030

Mason

325.00

9.75 170.05

37 1m

Supplying and fixing Top cover for Rolling shutter

Cost of top cover

conveyance

450.00

5.00

187.06

Labour 0.030

Fitter

270.00

8.10

0.030

man mazdoor

240.00

7.20

0.030

Mason

325.00

9.75 480.05

White Cement washing one coat including cost and conveyance for materials and labour charges and watering, curing etc. complete

10m2

Materials 1.48kg

White Cement

15.00

22.20

Sundries including brush, etc

5.00

ton

234.00

0.35

Each

240.00

28.80

Conveyance 1.48kg

White Cement Labour

0.120

Special man mazdoor

528.06

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

0.090

Man(1 Boy= 0.75 Man)

Each

Rate (Rs)

Amount without CP (Rs)

240.00

21.60 77.95

Finishing new cement plastered walls with Plastic Emulsion water proof paint, two coats including cost and conveyance for materials and labour charges and watering, curing etc. complete

Amount with CP (Rs)

85.74

10m2

Materials 1.15kg

Plastic Emulsion paint

180.00

207.00

Brushes and sundries,etc.

5.00

270.00

310.50

Labour 1.15

Painter

Each

Painting with synthetic enamel paint approved quality one coat including a priming coat to new wood works including cost and conveyance for materials and labour charges, etc. complete

10m2

Painting priming coat on new wood works after rubbing with sand paper and cleaning surface including cost and conveyance for materials and labour charges, etc. complete

10m2

190.25

162.00

86.30

5.00

270.00

297.00

522.50 40

SR612

10m2

574.75

Materials 1.15L

Synthetic enamel paint

Brushes and sundries,etc.

Labour 1.100

Painter

Each

678.55 41

746.41

Painting with synthetic enamel paint approved quality two coat including a priming coat to new iron work ,including cost and conveyance for materials and labour charges, etc. complete Painting priming coat on new iron work after rubbing with emery paper and cleaning the surface including cost and conveyance for materials and labour charges, etc. complete

10m2

181.75

162.00

186.30

5.00

270.00

297.00

Materials 1.15L

Synthetic enamel paint

litres

Sundries including brush, etc

Labour 1.100

Painter

Each

670.05 42

737.06

Painting with synthetic enamel paint two coat on Rolling shutter using approved quality paint as specified, one coat Same as Item No.38

737.06

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Supplying and Fixing Europian type, water closet (Earthern ware white best quality) with p or S trap, using duro-plastic seat and cover and C.P brass hinges with rubber buffers,1.5 liter white enamelled PVC low level flushing cistern with fittings and brackets, including cutting and making good the walls and floors etc. 1.0

White glazed earthernware European type W.C pan

634.00

1.0

Duroplastic seat and lid with CP brass hinges and rubber buffers

311.00

1.0

PVC flushing cistern with fitting

753.00

1.0

15mm PVC connecter

44.00

1.0

Wheel GM valve

155.00

Sundries etc

10.00

4.0kg

Cement

4700.00

18.80

0.50

Plumber

325.00

162.50

0.50

Mason

325.00

162.50

1.00

Man

240.00

240.00 2,490.80

550x400mm basin

1No

480.00

2Nos

15mm CP pillar tap

1No

242.00

484.00

2Nos

15mm GM wheel valve

1No

188.00

376.00

2Nos

15mm lead and brass connections with brass unions

1No

97.00

194.00

1No

32mm CP brass waste with chain and plug

1No

6.00

1No

32mm dia. CP lead trap with unions

1No

165.00 165.00

1No

CI brackets

Sundries such as T.W. plugs, screws, red lead, etc.

2.00Kg

cement

1No

55.00

4.50

4700.00

9.40

2739.88

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Labour 0.500

Plumber / Fitter

Each

325.00

162.50

0.500

Mason

Each

325.00

162.50

1.000

Man mazdoor

Each

240.00

240.00 2,338.90

2572.79

110mm PVC pipe (4kgf/cm2-ISI marked)

130.00

Add PVC specials 5% LS

Solvent cement, etc

3,900.00 195.00

30.00

Labour Labour 50% of GI pipe 0.750

Fitter

Each

270.00

202.50

0.750

Man

Each

240.00

180.00

3.000

Man for trenching and refilling

Each

240.00

720.00

Conveyance of pipe

15.00 5,242.50

Cost for 1m 46

174.75

192.23

Supplying, threading, laying and jointing 50mm diameter PVC pipe 6kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including trenching to a minimum depth of 50cm and refilling, etc, complete(External work) Consider 30m Materials 30m

50mm PVC pipe (6kgf/cm2-ISI marked)

38.00

Add PVC specials 5% LS

Solvent cement, etc

1,140.00 57.00

20.00

Labour Labour 50% of GI pipe 0.500

Fitter

Each

270.00

135.00

0.500

Man

Each

240.00

120.00

3.000

Man for trenching and refilling

Each

240.00

720.00

Conveyance of pipe

10.00 2,202.00

Cost for 1m

73.40

80.74

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

20mm PVC pipe (10kgf/cm2-ISI marked)

11.00

30.00

Add PVC specials 15% LS

Clamps, solvent cement cement, cement, sand, paint, etc

330.00 49.50

1.00

Labour 1.000

Fitter

Each

210.00

270.00

1.000

Man

Each

168.00

240.00

Conveyance of pipe

10.00 929.50

Cost for 1m

30.98

Supplying stainless steel lader 3m height

Each

7000.00

Supplying stainless steel bench up to 1.50m height

Each

10000.00

Supplying stainless steel wheel barow

Each

10000.00

Supplying pressure washer 200-330 KPA

Each

150000.00

Dispersion Trench

Each

22000.00

Solar water heater 500 ltr

Chopper

Mixer grinder

40000.00

Biogas plant

5000000.0 0

Biogas Conversion generator

Supplying and fixing M.S gate with 32mm GI pipe outer frame and 12mm Sq.rod vertical at 10 cm c/c and horizontal at 15cm c/c ,including all fittings like clamp and locking arrangement.

90000.00 25000.00

32mm GI pipe16m+5% wastage 16.8x2.74kg/m=46.03 12mm Sq rod 2x19x2.0=76.00 2x13x2.00 =52.00 add 5% wastahe =6.00 Total =134.00 x 1.13 kg/m =151.42 kg Total 197.45kg Sub data for grill work 100Nos

welding rod 8g

34.08

100

420.00

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

3.5m2

Iron primer

10m2

Rate (Rs)

Amount without CP (Rs)

181.75

63.61

Amount with CP (Rs)

Labour 2.500

Blacksmith for leveling

325

812.50

1.500

Blacksmith for cutting

325

487.50

1.000

Head load mazdoor

270

270.00

1.000

welder

325

325.00

1.000

Heavy load mazdoor

270

270.00

2.500

Blaksmith

325

812.50

Conveyance

75.00

Hire charge for welding plant

100

100.00

Sundries

50.00 3686.11

Main data 16.8m

32mm GI pipe

128

2150.40

151.42kg

12mm Sq rod

Qtl

3250

4921.15

197.45kg

steel conveyance

324

63.97

197.45kg

Grill work

Qtl

3686.11

7278.23

4.000

M.S clamp

100

400.00

Locking arrangement

500

500.00

288dm3

CC 1:2:4 for fixing clamp

10dm3

44.83

1291.17

1.000

mason

325

325.00

1.000

Man

240

240.00

For 8m2

17169.92

Hence for 1m2 59

2146.24

Brick work in Cement mortar 1:6 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete Materials 460Nos 3

Country Burnt bricks

1000n os. 3

2500.00 1,150.00

0.24m

Dry sand

1750.00

58kg

Cement

ton

4700.00

420.00 272.60 Conveyance 460Nos

Country Burnt bricks

1000n os.

210.00

0.24m3

Dry sand

158.00

58kg

Cement

ton

234.00

96.60 37.92 13.57

Labour 0.700

Brick Mason

Each

325.00

227.50

0.350

Man

Each

240.00

84.00

0.700

Woman

Each

240.00

168.00

2360.86

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

RCC 1:11/2:3 using 20mm broken stone for pre-cast circular cover slab of soak pit including all for formwork, watering, curing, fixing charge, etc complete but excluding cost and labour for reinforcement.

10dm

Rate (Rs)

Amount without CP (Rs)

2,470.19 60

Amount with CP (Rs)

2717.21

Consider RCC slab of diameter 196cm and thickness 7.50cm Sub data Qty of CC Qty of CC = 3.14x0.98x0.98x0.075 = 3 3 0.226m = 226dm Area of Formwork Area of Formwork=2x3.14x0.98x0.075=0.46 2 2m Formwork for 10dm3 =0.462m2 x10/226=0.020m2 Sub data for formwork 132

Formwork for reinforced cement concrete in slab including wooden planks, joists, bamboo posts and labour for taking down after completion of work (hire and labour charge only)

10m2

3709.24

Sub data for CC Cement Concrete 1:11/2:3 using 20mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete but excluding all form work and reinforcement

122

10dm3

47.11

1.85

Main data 3

10dm

Cement Concrete 1:11/2:3 using 20mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete but excluding all form work and reinforcement

10dm3

0.02m2

Formwork for reinforced cement concrete in slab including wooden planks, joists, bamboo posts and labour for taking down after completion of work (hire and labour charge only) (Consider 25%)

10m2

3709.24

0.010

Man for fixing the slab in line and level

Each

168.00 2.40 51.36

Supplying, threading, laying and jointing 32mm diameter PVC pipe 10kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including trenching to a minimum depth of 50cm and refilling, etc, complete(External work) Consider 30m

56.50

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Materials 30m

32mm PVC pipe (10kgf/cm2-ISI marked)

32.00

15.00

162.50

Add PVC specials 5% LS

Solvent cement, etc

960.00 48.00

Labour Labour 50% of GI pipe 0.500

Fitter

Each

325.00

0.500

Man

Each

240.00

120.00

3.000

Man for trenching and refilling

Each

240.00

720.00

Conveyance of pipe

10.00 2,035.50

Cost for 1m 62

67.85

74.64

Consider 30m Materials 30m

32mm PVC pipe (10kgf/cm2-ISI marked)

32.00

45.00

Add PVC specials 15% LS

Clamps, solvent cement cement, cement, sand, paint, etc

960.00 144.00

Labour Labour 50% of GI pipe 1.500

Fitter

Each

325.00

487.50

1.500

Man

Each

240.00

360.00

Conveyance of pipe

10.00 2,006.50

Cost for 1m 63

Supplying, threading, laying and jointing 25mm diameter PVC pipe 10kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including trenching to a minimum depth of 50cm and refilling, etc, complete(External work)

66.88 1m

Consider 30m Materials 30m

25mm PVC pipe (10kgf/cm2-ISI marked)

15.00

10.00

325.00

121.88

Add PVC specials 5% LS

Solvent cement, etc

450.00 22.50

Labour Labour 50% of GI pipe 0.375

Fitter

Each

73.57

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

0.375

Man

Each

240.00

90.00

3.000

Man for trenching and refilling

Each

240.00

720.00

Conveyance of pipe

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

10.00 1,424.38

Cost for 1m 64

Supplying, threading, laying and jointing 20mm diameter PVC pipe 10kgf/cm2 (ISI marked) with fittings such as tees, bends, elbows, etc, including trenching to a minimum depth of 50cm and refilling, etc, complete(External work)

47.48

52.23

Consider 30m Materials 30m

20mm PVC pipe (10kgf/cm2-ISI marked)

11.00

10.00

81.25

Add PVC specials 5% LS

Solvent cement, etc

330.00 16.50

Labour Labour 50% of GI pipe 0.250

Fitter

Each

325.00

0.250

Man

Each

240.00

60.00

3.000

Man for trenching and refilling

Each

240.00

720.00

Conveyance of pipe

10.00 1,227.75

Cost for 1m 65

507

Plastering with Cement mortar 1:4 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete

40.93

45.02

10m

Materials 0.15m3

Dry sand

1750.00

262.50

54kg

Cement

ton

4700.00

253.80

Conveyance 0.15m3

Dry sand

158.00

23.70

54kg

Cement

ton

234.00

12.64

Labour 0.900

Brick mason

Each

325.00

292.50

0.550

Man

Each

240.00

132.00

1.100

Woman

Each

240.00

264.00 1,241.14

1365.25

Sub Data 1

Earth work excavation in ordinary soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including breaking. clods, watering, ramming and sectioning of spoil bank, etc complete.

10m

Labour 1.100

Man

Each

240.00

264.00

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

2.250

Man( 1 Boy= 0.75 man)

Each

Rate (Rs)

Amount without CP (Rs)

180.00

Amount with CP (Rs)

405.00 669.00

122(a)

Cement Concrete 1:1.5:3 using 20mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete but excluding all form work and reinforcement

10dm3

Materials 3

0.009m

700.00

6.30

1750.00

7.88

ton

4700.00

20.30

20mm (nominal size) broken stone

0..0045m

Sand

4.32kg

Cement

Conveyance 3

0.009m

246.00

2.21

20mm (nominal size) broken stone

0..0045m

Sand

158.00

0.71

4.32kg

Cement

ton

234.00

1.01

Each

325.00

Labour 0.002

Mason

0.65

0.010

Man

Each

240.00

0.035

Woman

Each

240.00

2.40 8.40 49.86 3

132

Formwork for reinforced cement concrete in slab including wooden planks, joists, bamboo posts and labour for taking down after completion of work(hire and labour charge only)

10m2

Materials 30mm thick mango or jungle wood planks and jungle wood joists 100mmx17mm at 60cm intervals 320dm3/4

Mango or Jungle wood planks(Taking that the materials can be used 4 times)

10dm3

228dm3/8

Mango wood joists and cleat etc.(Taking that the materials can be used 8 times)

10dm3

146.88

418.61

9Nos/6

Bamboos(Taking that the materials can be used 6 times)

Each

105.00

157.50

[

Spike and wire nails

55.00

Coir

3.10

146.88

Labour

1,175.04

4.000

Carpenters for fitting up forms and taking downafter completion

Each

325.00

1,300.00

2.500

Man

240.00

600.00

Anjili wood scantiling

10dm3

3,709.24 4

301(a)

735.90

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Materials 3

14.4dm

Anjili log

36000.00

Conveyance 3

14.4dm

Anjili log

518.40 -

126.00

1.81

Labour

0.020

Man to put log in position and to assist Sawers

Each

240.00

4.80

0.330

sawing (@ 4.3 sawers/ 10m2 sawing)

10m

1290.00

42.57 567.58

Deduct 3

3.8dm

Cost of outer slabs at 25% log value

10dm

Mango wood scantiling

10dm

31.50

11.97 555.61

301(b)

Materials 3

14.4dm

7200.00

103.68

126.00

1.81

Man to put log in position and to assist Sawers

Each

240.00

4.80

sawing (@ 4.3 sawers/ 10m2 sawing)

10m

1290.00

42.57

Mango log Conveyance

14.4dm3

Mango log Labour

0.020 2

0.33m

152.86 Deduct 3

3.8dm

Cost of outer slabs at 25% log value

10dm

Painting priming coat on new wood works after rubbing with sand paper and cleaning surface including cost and conveyance for materials and labour charges, etc. complete

10m

15.75

5.99 146.88

603

Materials 0.850

Wood primer

litre

85.00

72.25

Sundries including brushes, sand paper, soap and putty etc

10.00

Labour 0.400

Painter

Each

270.00

108.00 190.25

604

Painting priming coat on new iron work after rubbing with emery paper and cleaning the surface including cost and conveyance for materials and labour charges, etc. complete

10m

Materials 0.75L

Iron primer

litre

85.00

63.75

Sundries including brushes, emery paper, soap etc

10.00

10.0

Labour

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

0.400

Painter

Each

Rate (Rs)

270.00

Amount without CP (Rs)

Amount with CP (Rs)

108.00 181.75

123

Cement Concrete 1:3:6 using 20mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete

10dm3

Materials 3

0.009m

20mm (nominal size) broken stone

700.00

6.30

0..0045m

Sand

1750.00

7.88

2.16kg

Cement

ton

4700.00

10.15

20mm (nominal size) broken stone

246.00

2.21

0..0045m

Sand

158.00

0.71

2.16kg

Cement

ton

234.00

0.51

Conveyance 3

0.009m

Labour

0.002

Mason

Each

325.00

0.65

0.010

Man

Each

240.00

2.40

0.035

Woman

Each

240.00

8.40 39.21

274

43.13

Materials 3

Blasted rubble 3

270.00

0.3m

Dry sand

1750.00

525.00

72kg

Cement

ton

4700.00

338.40

246.00

Conveyance 1m3

Blasted rubble 3

0.3m

Dry sand

158.00

47.40

72kg

Cement

ton

234.00

16.85

227.50

Labour 0.700

Rubble Mason

Each

325.00

0.350

Man

Each

240.00

84.00

0.700

Woman

Each

240.00

168.00

Each

1,923.15 10

2115.46

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Qty of earth work in all classes of 3 soil = 1x0.50x0.40x0.80 = 0.16m Qty of CC 1:3:6= 1x0.50x0.40x0.20= 0.04m3 Qty of CC 1:3:6 for channels = 3 1x0.50x0.15x0.15 = 0.011m Qty of CC total = 0.04+0.011= 3 3 0.051m =51dm Qty of brick work in CM 1:6 = 1x2.60x0.20x0.60 = 0.31m3 Qty of plastering with cement mortar 1:3, 12mm one coat inside= 2 1x0.50x0.40= 0.20m 2

= 1x1.80x0.60=1.08m

= 1x2.60x0.20= 0.52m 2

= 1.80m

Qty of flushing coat inside = 1x0.50x0.40= 0.20m2 = 1x1.80x0.60=1.08m2 = 1x2.60x0.20= 0.52m2 = 1.80m2 Sub data 3

Earth work excavation in ordinary soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

10m

669.00

110

Cement Concrete 1:3:6 using 20mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete

10dm3

39.21

159(a)

Brick work in Cement mortar 1:6 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete

2470.19

506

Plastering with Cement mortar 1:3 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete

10m2

1281.26

514

Add to cement plastering items for plastering with neat cement flushing coat including cost and conveyance for materials and labour charges and watering, curing etc. complete

10m2

1552.31

Main data 0.16m3

Earth work excavation in ordinary soil and depositing on bank with initial lead upto 50 m and lift upto 1.5m including neat banking

10m3

804.00

12.86

51dm3

Cement Concrete 1:3:6 using 20mm (nominal size) broken stone including cost and conveyance of materials, labour charges and watering, curing etc complete

10dm3

39.21

199.96

Amount with CP (Rs)

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Brick work in Cement mortar 1:6 with country burnt bricks 22.9cmx11.2cmx7cm including cost and conveyance of materials, labour charges and curing etc complete

Plastering with Cement mortar 1:3 ,12mm thick one coat floated hard and trowelled to smooth including cost and conveyance for materials and labour charges and watering, curing etc. complete

10m

Add to cement plastering items for plastering with neat cement flushing coat including cost and conveyance for materials and labour charges and watering, curing etc. complete

10m

0.31m

1.80m

Rate (Rs)

Amount without CP (Rs)

2470.19

765.76

1281.26

230.63

1552.31

279.42

Amount with CP (Rs)

1486.47

1635.11

DATA FOR ROAD 1

651

Sectioning upto 150mm on the surface of new road

10m2

Labour 0.500

man mazdoor

Each

Supplying 60mm graded metal (Proportion of 7:3 of 60mm and 36mm by volume) and stacking in standard heap for measurements including cost, conveyance, etc

0.700

60mm broken stone

1m3

0.300

36mm broken stone

240.00

120.00 120.00

410.00

287.00

510.00

153.00

334.00

Conveyance 1.000

Broken stone

Supplying and stacking 36mm hard granite broken stone in standard uniform heap for measurements

1m3

36mm broken stone

1m3

510.00

36mm broken stone

1m3

334.00

Supplying and stacking good hard gravelly red earth for blinding for measurements

1m3

Red earth

1m3

125.00

Red earth

1m3

158.00

Supplying hard blue granite broken stone 12mm size and stacking in standard uniform heap for measurements including cost, conveyance, etc, complete

1m3

12mm broken stone

1m3

774.00 3

1m3

132.00

851.40

Conveyance 1m3

844.00 4

1m3

928.40

Conveyance 1m3

283.00 5

1m3

740.00

311.30

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Unit

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Conveyance 3

12mm broken stone

334.00

588.35 1,328.35

Supplying hard blue granite broken stone 6mm size and stacking in standard uniform heap for measurements including cost, conveyance, etc, complete

6mm broken stone

Conveyance

6mm broken stone

1m 1m 1m

520.00

334.00

854.00 7

655

1461.19

939.40

10m

Detailed for 10 m2

0.670

man mazdoor

Each

240.00

160.80

0.670

woman

Each

240.00

160.80

0.503

Man(1 Boy=0.75 man)

Each

240.00

120.60

0.012

hire of roller

1 day

2060.00

24.72

0.220

diesel oil for roller

39.50

8.69

sundries

3.00

3.00 78.61

526.47

Sl. No

Ref: to PWD/ PHED Data item

655

Quantity

Description of Items

Unit

10m

Rate (Rs)

Amount without CP (Rs)

Amount with CP (Rs)

Detailed for 10 m2

0.670

man mazdoor

Each

240.00

160.80

0.670

woman

Each

240.00

160.80

0.503

Man(1 Boy=0.75 man)

Each

240.00

120.60

0.012

hire of roller

1 day

2060.00

24.72

0.220

diesel oil for roller

39.50

8.69

sundries

3.00

3.00 478.61

674

Providing 20mm Pre-mix chipping carpet over W.B.M. surface with departmental broken stone after thoroughly cleaning the base with wire brushes, bass brooms and applying a priming coat of 7.50Kg of 2 bitumen 10m and spreading the hot pre-mix (formed of 0.27m3 of departmental 12mm metal and 12.96Kg of bitumen per 10m2 ) rolling to dense surface, then spreading the seal coat (comprising of a hot pre3 mix of 0.09m of 6mm departmental metal and 8.64Kg of bitumen per 10m2) again rolling including the cost of bitumen, oils and fuel, hire of bsss brooms, camber board, roller and other machines, watching, lighting and other charges, etc complete (Total usage of bitumen is 29.10Kg per 10m2 ) as per IRC.3-2-2

10m

Data for 100m2 0.12day

Hire for boiler

1 day

36.00

4.32

0.12day

Hire of roller

1day

2060.00

247.20

0.12day

Hire of HM Plant

1day

830.00

99.60

0.36day

Hire of Wheel bara

1day

3.50

1.26

2.20L

Diesel Oil

39.00

85.80

4.00L

Diesel oil for Plant

39.00

156.00

10.80L

Kerozene oil

26.00

280.80

11.60L

Kerozene oil for Plant

26.00

301.60

526.47

Sl. No

Ref: to PWD/ PHED Data item

Quantity

Description of Items

Sundries

291kg

Bitumen (60/70 grade) (Packed)

Unit

Rate (Rs)

Amount without CP (Rs)

5.00

30903.00

8,992.77

Conveyance 291kg

Bitumen

Amount with CP (Rs)

384.00

111.74

1,800.00

Labour

7.500

special man

Each

240.00

3.000

woman

Each

240.00

720.00 12,806.10

Cost for 10m2

1,280.61

1408.67

3.0

ECONOMIC ANALYSIS

The overall objective of the project to establish a modern abattoir in Kalady Panchayat is to ensure the supply of clean and hygienic meat to the public and to ensure that the water bodies in the area are not contaminated with slaughter house wastes. The activities envisaged in the abattoir are shown in the diagram below:

Slaughter House Lairage

Hygienic killing of animals Dressing (dehiding, removal of legs, horns, hooves etc) Evisceration (removal of contents from stomach) Slicing the Carcass into large pieces, washing Washing Carcass Post-mortem Examination

Animals brought in by registered meat vendors Ante-mortem Examination

Waste Treatment / Disposal Lairage Slaughter house

Meat Stalls Transporting Carcass from SH to retail shop and sale by registered vendors

The animals brought in by the registered vendors will be examined by qualified veterinary doctors and slaughtered in the slaughter house, dressed, sliced in large pieces, washed and will be handed over to the vendors for transportation to their meat shop and for retail sales.

3.1

OPERATION AND MAINTENANCE

Operation and maintenance of the slaughter house is proposed to be by engaging qualified butchers on piece rate and sanitation workers on daily wage basis. The activities will be supervised by a health inspector and the veterinary doctor in the panchayat will carryout the anti-mortem and post-mortem inspections. Appropriate fees for the slaughtering and waste treatment services will be levied from the meat vendors so as to meet the O&M costs and for payback of the capital cost. The proposed slaughter house in Kalady Panchayat can handle upto 60 large animals (cattle) and 40 small animals (Goats) per day. The estimated average slaughtering in Kalady and neighboring Panchayats is 50 cattle and 30sheep /day. The expected minimum number of animals in the abattoir is 40 large and 20 small animals per day.

3.2 ECONOMIC ANALYSIS 3.2.1

Expenditure

The costs involved in the functioning of the Abattoir are mainly related to: 1.

Butcher charges

Wages to Sanitation workers and security staff

Supervision and Veterinary Doctor charges

Electricity Charges

Water charges

Pollution Control Board Certificate/Renewal etc.

Annual maintenance

Miscellaneous expenditure

The economics of the abattoir is worked out considering the following basic details; Average number of large animals slaughtered per day

: 40

Average number of small animals slaughtered per day

: 20

Number slaughter days/year excluding national and state holidays

: 350

Number of large animals slaughtered per year (50x350)

: 14,000

Number of small animals slaughtered per year (30x350)

: 7,000

The abstract of expenditure for running the plant is given below:

Sl. No.

Item

1 Butcher charges

Amount (`) 3010000.00

2 Wages to Sanitation workers and security staff

505000.00

3 Supervision and Veterinary Doctor Charges

224000.00

4 Electricity Charges

14000.00

5 Water charges

12100.00

6 Pollution Control Board Certificate/Renewal

10000.00

7 Annual maintenance

50000.00

8 Miscellaneous expenditure

40000.00

Total

38,65,100.00

Expenses excluding butcher charges

8,55,100.00

Butcher charges

The butchers are expected to do the following activities in the abattoir: Hygienic killing of animals Dressing (dehiding, removal of legs, horns, hooves etc) Evisceration (removal of contents from stomach)

Slicing the Carcass into large pieces, washing Washing Carcass Qualified butchers will be engaged for undertaking this activity. The present rate ` 200/- for large animal and ` 30/- for small animal. The cost for this activity will be ` 30,14,000/- (40x350x200+20x350x30) 2.

Wages to Sanitation workers and security staff

Two security staff and 5 sanitation workers are required for proper functioning of the abattoir. The security staff shall be engaged from licensed agencies and the prevailing rate is ` 5,000/month. The sanitation workers shall be appointed as daily workers at a rate of Rs. 220/day including all allowances. Thus the total coast for wages will be ` 5,05,000/- (5000x12x2+220x350x5) 3.

Supervision and Veterinary Doctor Charges

It is the responsibility of the local bodies to ensure the supply of hygienic meat to public and to protect the environment for which the local bodies have veterinary doctors and health inspectors. They have other duties also to perform. However, a part of their salary shall be levied under this activity. The amount will be around `20,000/month and the total for one year is ` 2,24,000 (4x350x10). 4.

Electricity Charges

Electricity is required for pumping water, operating high pressure water jet, aerator motor, lighting lamps etc. The total power required /day is estimated as 8 units per day of which about 4 units used for lighting lamps will be obtained from the biogas plant. The amount required for paying the electricity charges per year at the rate of ` 10/unit will be ` 14,000. 5.

Water charges

Water is required for washing the carcass, floor cleaning, lairage cleaning, toilet use, gardening etc. The average quantity of water required per large animal is around 150 liter and for small animal is 30 liter. The total quantity of water per day is thus estimated at around 6.5 KLD (kilo liter/day) and 2275 kilo liter/year. About 50% of this (1175 kilo liter) will be met from the bore well present in the compound and balance from the public water supply. The amount required per year for this at the prevailing rate of ` 11/kilo liter, ` 12,100. 6.

Pollution Control Board Certificate/Renewal

Pollution control certificate is required for operating the unit. The license fee to be paid for two years will be ` 20,000/- for units establishing coast between 1 crore to 5 crore (including land value). Thus `10,000/year is required for this purpose. 7.

Annual maintenance

Annual maintenance include maintenance of the building and equipment. The cost estimated is ` 50,000/year 8.

Miscellaneous expenditure

The miscellaneous cost is for meeting the unforeseen expenses during daily operations. The cost estimated is `40,000/year 3.2.2

Income

The Panchayat shall fix a service charge for using the facilities. The butcher charges have to be paid extra. The suggested service charges excluding the butcher charges is ` 60/- for large animal and ` 20/- for small animal. The income expected from this is ` 9,80,000/year (14,000x60+7000x20). 3.3

CONCLUSION

The Central and State legislations like Prevention of Cruelty to Animals Rules 2001, the Municipality Act 1994, the Kerala Panchayat Raj Act 1994 and Water (Prevention & Control of Pollution) Act 1974 etc., insists establishment of modern slaughter houses and has to be monitored by the local bodies. However, this is not happening now and most of the slaughter activities are carried out in open places. This is largely due to the absence of a locally centralized slaughter house with appropriate facilities. This results in unhygienic slaughtering activity and unscientific dumping of slaughter wastes in the streams and water bodies which finally pollutes the Periyar River. The Panchayat has the responsibility of ensuring sanitary facilities for ensuring public health. Thus, they are supposed to run the abattoir in a no-loss no-profit basis. The major benefit of the plant will be related to the public health and environmental aspects, which cannot be counted on monitory basis. The excess of income over expenditure as per the present economic analysis is ` 1,24,900/year. This shall be deposited in a corpus fund and can be used for establishing additional facilities in future. Thus, project shall be operated in a self sustainable manner.

4.0 WORK SCHEDULE

CHECK LIST OF DPR Check list for preparation of Detailed Project Report to be submitted for loans under Rural Infrastructure Development Fund (RIDF)

Project Sector i. ii. iii.

Environment

Name of Project Districts Covered Project Outlay ( Rs. In crores.)

Sl.

Construction of Modern Abattoir Kalady Panchayat in Ernakulam District 0.94 crores

Item

Remarks

No:

Furnished (Yes/No)

General

Whether the project is prioritized by the State Government

Yes GO(Rt) No:4907/10/Findated18-062010

Whether the project submitted through the Nodal Department

Yes (Environment Department)

iii.

Whether the project included in the State Plan

Yes EAE-015-River Action Plan-2010-11 HOA-5425-00-208-98 Part of the action plan for protection of Periyar river.

Clearances from (wherever applicable)

Ministry of Environment & Forests

ii.

Administrative approval with details

iii.

Technical Sanction with details

iv.

Land acquisition-Extent, status and time frame

General

Whether the present project is part of Government of India programme. If yes, furnish details of support and conditions of Government of India

ii.

Justification of the project with reference to National and Human Development Index

Clearance from State Pollution Control Board for waste management facilities has to be during construction

To be obtained after getting approval from NABARD -DoOwn Land available with Kumili and Kalady Panchayaths

Consent letter attached

The project aims at ensuring the supply of clean and hygienic meat to the public and protecting water resources

Detailed justification given in introductory part (1.4)

Technical Aspects

Whether projects are based on detailed site specific plans or based on replicable model

ii.

Approved drawings/details to be furnished

Yes

Drawings enclosed as annexure 3

iii.

Whether all components have been included in the project. If not, the arrangements for the same by State Government may be specified.

Yes

Detailed estimate attached as annexure 2

Financial Aspects

Schedule of rates adopted(specify the year of SoR)

ii.

If not, whether cost proposed will be sufficient to create the assets

iii.

Cost Estimate

2010 NA Rs. 94,000,00/-

Item wise cost of project

Yes

Item wise expenditure incurred

Item wise cost of balance works

Item wise RIDF loan

Item wise State Government contribution

NIL

Year-wise phasing of RIDF loan and State and Government contribution

RIDF(2010-11) Rs. 0.94 crores

Bar/PERT/CPM chart for project execution

To be completed in 12 months

Share of Government of India, if any, to be specified

NIL

Specific justification for high cost of development

i 6

Site specific designs prepared based on a replicable model developed for a level terrain

Rs. 94,000,00/- for one modern abattoir in Kalady Panchayat

Benefits and Justification Overall impact of the project intangible and non-intangible terms to be assessed and detailed

Execution, Operation and Maintenance

Arrangements for execution of projects to be specified

Abstract of estimate attached

There is no proper mechanism for ensuring supply of clean meat to the public and the disposal of wastes. The wastes are ultimately polluting the Periyar river. On commissioning the facility, hygienic meat supply shall be ensured and the waste can be scientifically disposed thus arresting the pollution to the Periyar river.

The Panchayat Engineering wing attached to the Local Self Government Department . One Assistant Engineer and Two Overseers are attached with the Panchayat supervised by one AEE at Block level and one EE at the District level- reporting to CE (LSGD) through regional SEâ&#x20AC;&#x2122;s.

Bar chart of work schedule enclosed as annexure 4

ii.

Role of community in execution and operation and maintenance of projects after completion

Infrastructure facilities

Organizational Structure of the implementing department (co-ordination mechanism, where project to be executed by other than implementing department)

The project will be implemented by the Panchayat engineering wing. Technical guidance & periodic monitoring will be done by the Environment Management Agency Kerala (EMAK) under the Environment Department. A project monitoring committee including the Local Panchayat representatives will be constituted.

ii.

Capacity and preparedness of the implementing department and status of implementation of earlier sanctioned projects

This is the first project of its kind to be funded by NABARD

iii.

Quality control infrastructure and mechanism

The engineering wing attached with the Panchayat is qualified enough for construction quality control. Random checking of samples of construction materials can be arranged through the nearest technical institutes.

iv.

Availability of labour

Locally available

Budget provision

Under RIDF in 2010-11

For contribution to State share

NIL

For subsequent operation and maintenance

Self sustaining

For repayment of loans-Principal and interest

The Panchayat will take up operation and maintenance of the facility on a self sustaining basis from the revenue to be collected from the beneficiaries

Project Risks

Land acquisition

NIL- Land available with panchayat

ii.

Forest clearance

iii.

Rail way/road crossings

iv.

Construction hazards

Nil

Any other risk (specify)

NIL

Convergence with any other programme of Government of India

Details to be furnished about the mechanism of implementation

Name, Designation and Signature (with date) of the Head of the Implementing Department