Tender For Under Cmlsy Construction Of 01 No. Rooftop Rain Water Harvesting System In Block Chinhat, District- Lucknow.(*Gst Will Be Payable At The Prevailling Rates To All Items) - Excavation In Surface Excavation Not Exceeding 30 Cm In Depth But Exceedi, lucknow-Uttar Pradesh

Tender for Under CMLSY Construction of 01 No. Rooftop Rain Water Harvesting System in Block Chinhat, District- Lucknow.(*GST will be payable at the prevailling rates to all Items) - 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 2 Excavation in 0.3 m & above, storage/recharge tank 3 Demolishing cement concrete manually/ by Mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge as per DSR NO.15.2.2 year 2021 4 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) 5 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 6 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) 7 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 8 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 9 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 10 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 11 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works(Iron Chamber at top of Filter Tank) as per DAR no 10.25.2 12 12 mm thick cement plasterof mix. In Ratio 1:4(1 cement and 4coarse sand ) S.I. No. 13.4.1 13 Neat Cement Punning as PER DAR NO 13.18 14 Filling Of Brick ballast 15 Filling Ofgravel/stone grit of size range 5mm to 10mm 16 Filling Of Coarse sand of size range 1.5mm to 2 mm 17 Laying of brick on flat with M150 brick 18 Cartage of extra earth work remove from site up to 3 km (as per analysis of rate) 19 Painting and slogan on Filter Chamber 20 Photography & sign board 21 Laying of 110 mm PVC pipe in Tranch with proper completion of work as per engineer incharge ( 30% of pvc Pipe rate) 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 Sifting of Mechanised boring machine to work site 31 Digging of pit for water collecting(Pit size = 3.0mX3.0mX1.00m = 9.00 m3) as per PWD DAR NO 2.6.1 32 14 Dia Drilling,Reamming & Assy. Lowering by small rig 33 Tractor Charges 34 Tankar charges 35 Labour Charges for filling of pea gravel 36 Development charge by compressor 365 C.F.M. (100 PSI) 37 Supply of 150 mm dia Plain PVC pipe 06 kgf/cm2 with coupler AS PER PWD MAT Chap-1 Sr.No.17(29) 38 Supply of 150 mm dia perforated PVC pipe 06 kgf/cm2 AS PER PWD MAT Chap-1 Sr.No.17(29) 39 supply of 16 No & 30 No Nylon mesh Tubelar bag 3.0m X 0 .45 m (as per MR) 40 Supply of 150 mm dia PVC End cap (as Per MR) 41 Pea Gravel as per Deptt Rate

INR 767 /-

INR 23000.0 /-

INR 2.70 Lakhs /-