Tender For Under Cmlsy Construction Of 08 No.(Scp) Rooftop Rain Water Harvesting System In Tahsil Malihabad, District- Lucknow.(*Gst Will Be Payable At The Prevailling Rates To All Items) - Sifting Of Mechanised Boring Machine To Work Site 2 Digging Of , lucknow-Uttar Pradesh

Tender For Under CMLSY Construction of 08 No.(SCP) Rooftop Rain Water Harvesting System in Tahsil Malihabad, District- Lucknow.(*GST will be payable at the prevailling rates to all Items) - Sifting of Mechanised boring machine to work site 2 Digging of pit for water collecting(Pit size = 3.0mX3.0mX1.00m = 9.00 m3) as per PWD DAR NO 2.6.1 3 14 Dia Drilling,Reamming & Assy. Lowering by small rig 4 Tractor Charges 5 Tankar charges 6 Labour Charges for filling of pea gravel 7 Development charge by compressor 365 C.F.M. (100 PSI) 8 Supply of 150 mm dia Plain PVC pipe 06 kgf/cm2 with coupler AS PER PWD MAT Chap-1 Sr.No.17(29) 9 Supply of 150 mm dia perforated PVC pipe 06 kgf/cm2 AS PER PWD MAT Chap-1 Sr.No.17(29) 10 supply of 16 No & 30 No Nylon mesh Tubelar bag 3.0m X 0 .45 m (as per MR) 11 Supply of 150 mm dia PVC End cap (as Per MR) 12 Pea Gravel as per Deptt Rate 13 Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) 14 Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) 15 Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) 16 Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) 17 Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) 18 Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) 19 Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) 20 Laying of 110mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) 21 Supply& Fixing of 160mm P.V.C Pipe6kgf/cm² 22 Supply& Fixing of 110mm P.V.C pipe6kgf/cm² 23 Supply of 110 mm P.V.C Socket 24 Supply of 110 mm P.V.C Elbow 25 Supply & Fixing ofMicron nylone filter (as Per MR) 26 Supply & Fixing of 110 mm P.V.C support clip with gulli & screw (as Per MR) 27 Supply ofP.V.C jointing solution ( tube) 28 Supply & Fixing of 110 mm P.V.C Tee (as Per MR) 29 Supply ofC.I Jali 100X100mm 30 Excavation in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 M² on plan including getting out and disposal of excavated earth up to 50M and lift up to 1.5 m as directed by Engineer in charge. SI No. 2.1.10.0 to 0.3 m 31 0.3 m & above, storage/recharge tank 32 Demolishing cement concrete manually/ by Mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge as per ID SCH CH-XVI Sr No-2(b) 33 Providing & laying in cement concrete of specifide grade excluding the cost of centering and shuttering all work up to plinth lavel. 1:6:12 cement, Course Sand 40 mm, gauge Brick ballast including complete work. S.I.No. PWD (SCH)-273 L=(8.21-2*0.6/2) 34 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as PER DAR No.4.1.3 35 M-150 brick work with common burnt clay brick in foundation and plinth in 1:4 cement & C sandS.I. No. 6.1.1 L=(8.21-2*0.46/2) 36 M-150 brick work with common burnt clay brick in super structure above plinth level in 1:4 cement & C sandS.I. No. 6.4.1 37 Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform as per DAR No.5.9.3 38 Providing & laying in position specifide grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing & reinforcement all work up to plinth lavel. In ratio 1:2:4 ( cement, C Sand, graded stone aggregate 20 mm nominal size ) S.I.No. 5.1.3 39 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and bending all complete up to plinth level S.I. No. 5.22.6 40 12 mm thick cement plasterof mix. In Ratio 1:4(1 cement and 4coarse sand ) S.I. No. 13.4.1 41 Neat Cement Punning as PER DAR NO 13.18 42 Painting and slogan on filter chamber platform 43 Filling Of Brick ballast 44 Filling Ofgravel/stone grit of size range 5mm to 10mm 45 Filling Of Coarse sand of size range 1.5mm to 2 mm 46 Laying of brick on flat with M150 brick 47 Cartage of extra earth work remove from site up to 3 km( as per analysis of rate) 48 Photography & sign board

INR 944 /-

INR 179000.0 /-

INR 17.85 Lakhs /-

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