1_Construction of Roof Top Rain Water Harvesting Structure (10) Construction work at Gram Panchayat Bhalundi, Bhadesar, Potla Kala, Gardana, Dheer Ji Ka Kheda PS Bhadesar, Project MJSA 2.0 District Chittorgarh

Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. (PHED BSR,Iteam No.2.4.2) Nominal bore 200 mm dia.

Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes (PHED BSR,Item No.2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)

Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. (PHED BSR,Iteam No2.12.3) 200 mm dia nominal bore of 5.4mm thickness

Supply of bore well cover to accommodate 200 mm MS pipe made of MS flat & MS sheet as per drawings (PWD BSR,Chp S-4-4.8.4)

Earthwork in excavation in foundation,trenches etc.including dressing of sides and ramming of bottoms,including getting out the excavated material,refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.Inallty pessoils/saturated soil such as morrum,sand,sandysilt,clay,black cotton soil, kankar, etc.Depth upto 1.5 m (WRD BSR chapter V,S. no.15,15.1(i) 60*0.60*0.60 mtr

Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard soil with kankar,bolder.murram.WRD BSR Chap-V Part-A Item No. 1c (22.0/7)x (1.5+0.23+0.075+0.075)^2)mtr x 1.5 mtr- (22/7)*(0.219/2)^2*1.1

Above 1.5 mtr and up to 3.0 mtr. (22.0/7)x (1.5+0.23+0.075+0.075)^2)mtr x 0.5 mtr

Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 20 mm. {BSR -2025 P.S. Bhadesar, Item No.170 (a)} (22/7)x ((1.5+0.23+0.075+0.075)^2-(1.5-0.075-0.075)^2)mtr x 0.15 mtr

Cement concrete well mixed in cement mortar( 1:3:6 ) laid in position complete including curing. Aggregate size up to 20 mm. {BSR -2025 P.S. Bhadesar, Item No.170 (b)} (22/7)x ((1.5+0.23+0.075)^2-(1.5-0.075)^2)mtr x 0.15 mtr

नींव तथा कुर्सी प्रथम श्रेणी ईंट की चिनाई सीमेन्‍ट -बजरी 1:6 या 1:8 मसाले में, मय बगल की झिरी बन्‍द करने तथा तराई सहित। सीमेन्‍ट मसाला 1:6 {BSR -2025 P.S. Bhadesar, Item No.20 (a)} (22/7)x ((1.5+0.23)^2-(1.5)^2)mtr x (2.45-0.15-0.15) mtr

Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick{BSR -2025 P.S. Bhadesar, Item No.76 (a)} (2*(22/7)*1.5)mtr x (2.45-0.15-0.15) mtr

Centering & Shuttering with plywood or steel sheets including strutting, propping , bracing both ways and removal of form work for foundation in basements rafts, footings, strap beams, bases of columns , etc. upto plinth level. ( PS BSR2025 Itam No. 93a) (22/7)*1.5*1.5mtr

Reinforced Cement Concrete work in beams, Suspended floors, Girders having slopes up to 150 ,Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain window sills, Staircases and Spiral Staircases up to floor three level includind curing, compaction, Finishing with rendering in cement sand mortar 1:3(1 Cement : 3 Coarse Sand) and making good and joints excluding the cost of centering, Shuttering and reinforcement:( PS BSR2025 Item No. 13b) With 1:1.5:3 (1 cement : 1.5 : coarse sand : 3 graded stone aggregate 20mm nominal size) (22/7)*1.73*1.73* 0.15 mtr-(0.6*0.60*0.15)

Providing & fabricating steel reinforcement for R.C.C. work including cutting , bending, placing in position and binding complete including cost of binding wire in foundations, Raft footing step Beams base of columns etc. all complete up o floor three level.( PS BSR 2025 Item No. 61) 16*12 mm dia C33cumx75kg/cum

Supply & lying River-gravels of following sizes in recharge shaft filter pit after screening & washing from kachha shift without deduction of voids. (PWD BSR-4.28.1,.2) Size 9 to 12 mm,(22/7)*1.5*1.5* 0.55 mtr

Size 3 to 5 mm,(22/7)*1.5*1.5* 0.55 mtr

P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110mm dia (PWD BSR Chp S-3-3.16.3)

P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 160mm dia (PWD BSR Chp S-3-3.16.4)

P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: (PWD BSR Chp S-3-3.17) Bend 87.5, 110 mm dia

Pipe clip 110 mm

Door Tee 110 mm

Plain Tee 110 mm

Socket 110 mm

Door Bend 110 mm

Reducer Tee 110 mm

Reducer 110 mm

Bend 87.5 Bend 160 mm dia

Pipe clip 160 mm

Plain Tee 160 mm

Reducer Tee 160 mm

Reducer 160 mm

Door Tee 160 mm

Door Bend 160 mm

Socket 160 mm

Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade : ( PS BSR2025 Item No. 82a)

सीमेंट कंक्रीट 1 सीमेंट : 2 बजरी : 4 पत्‍थर एग्रीगेट अनुपात में 12 मिमी नामीय माप की एग्रीगेट के साथ डालना,कूटना तथा तराई आदि सहित । For Grading/Roof Repairing RD PR BSR 2025 Item no 16

Iron Cover ग्रिल/गेट आदि में लौहे का कार्य जिसमें सपाट कोनिया, टी तथा नाळीदार (चेनल), को काटना, चढ़ाना तथा लगाना आदि। RD PR BSR 2025 Item no 63 2.5 ft*2.5 ft square shape with complete angles

Board (IronPlate 3*4 Feet with Post,Fixing in CC)

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