| 1 | 1 | Cutting & picking up existing metalled biack top portion of road surface to an average deoth ..within a lead of 75 metres all complete as per direction of the engineer-in-Charge.\n [KMDA,Water Supply-2012; Page-61;Item-1.4] Location:-\n \n \n | | 2.97 | m3 |
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| 2 | 2 | Dismantling all types of plain cement concrete works,stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. Upto 150 mm thick. \n [PWD Bldg.WC(ii)-1.11.2017, P-10, Item-2(a)] Location:-\n \n\n\n\n | | 74.88 | m3 |
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| 3 | 4 | Earth work in excavation in trenches & pits for water supply line.... as per instruction of the Engineer-in-Charge.\na) from 0 mtr. To 1.5 M below G.L.\n [Page-1, It-2, PWD, WC-II (B) -1.11.2017]\n | | 243.96 | %m3 |
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| 4 | 5 | Hire & Labour charges from shoring (5 cm. thick close) timbering with planks, battens, struts, etc. complete and also removal of shoring as per direction of E.I.C. [PWD(B), WC-II, -1.11.2017, Page-3, It-6(a)] a) Depth upto 1.5 M | | 57.54 | Sq. m |
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| 5 | 6 | b) Depth Beyond 1.5 m to 3.00 m | | 11.88 | Sq.m |
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| 6 | 7 | Hire & Labour charges for bamboo railing (10cm Dia.) in Sal Bullah/Jhau Bullah Posts 1.8/1.5 m apart 1.4 M above G.L. & 0.6 M below G.L. fixed tightly with coir rope complete (with 3 rows) [PWD (B), WC-II, -1.11.2017, Page-269, It-2 (ii) | | 43 | Mtr. |
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| 7 | 8 | Hire charges of 5 H.P. diesel pump set with necessary suction and delivery pipe and other accessories including cost of diesel and other lubricants .. after completion of work all complete.\nFor 8 hours operation of each pump set.\n[KMDA,Water supply - 2012; Page-62;Item-1.8]\n | | 2 | per day |
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| 8 | 9 | Supply only H.D.P.E pipe \nConforming to I.S-4984/1985 .P.E-100\n a) Lane :110 Dia \n \n | | 204 | mtr. |
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| 9 | 10 | Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 110 mm dia [Rate accepted by H.M.C] | | 204 | mtr. |
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| 10 | 11 | Centrifugally cast (spun) Ductile Iron Pressure pipes for water, gas and sewage conforming to I.S. 8329-2000 with cement mortar lining (inside) and bituminous coating (outside). 100 mm Dia- ( class-K7 )\n \n[KMDA,Water supply - 2012; Page-95;Item-10.4 B]\n | | 10 | mtr. |
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| 11 | 12 | Supplying including cost of installation of C.I. Mechanical Compression coupling …… C.I/D.I pipes. a) 250 mm Dia : | | 2 | each |
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| 12 | 13 | b) 150 mm Dia : | | 2 | each |
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| 13 | 14 | a) 100 mm dia: [KMDA,Water supply - 2012; Page-123;Item-13.25] | | 2 | each |
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| 14 | 15 | All types of CI specials(Viz. Bend,Tee,Taper,Tail piece,Collar,Bell mouth with Puddle collar etc….IS-1538 :1993\na) Socket and Spigot ended\n ii) 350 mm to 600 mm \n Plain end Tee-\n \n [KMDA,Water supply - 2012; Page-93;Item-10.3] 250x100 Plain End Tee- @ 84.20 Kg | | 84.2 | kg |
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| 15 | 16 | All types of CI specials(Viz. Bend,Tee,Taper,Tail piece,Collar,Bell mouth with Puddle collar etc….IS-1538 :1993\na) Socket and Spigot ended\n ii) 350 mm to 600 mm \n Plain end Tee-\n \n [KMDA,Water supply - 2012; Page-93;Item-10.3] 150x100 Plain End Tee- @ 35.00 Kg [KMDA,Water supply - 2012; Page-93;Item-10.3] | | 35 | kg |
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| 16 | 17 | Shifting house connection or stand post connection from existing main to new main after excavation all complete as per specification and direction of the E-I-C ( New G.I Pipes if required to be supplied shall be paid extra) [KMDA,Water supply - 2012; Page-85;Item-6.7]. | | 24 | each |
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| 17 | 18 | Supplying, fitting & fixing G.I. pipe of TATA make for underground works with all necessary accessories,specials viz. socket,bend,tee etc.\nLocation:-\n i) G.I. M.Q.-15 mm \n[PWd S & P,-1.11.2017, P-3 , Item-2]\n | | 48 | mtr. |
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| 18 | 19 | Supplying, fitting & fixing G.I. pipe of TATA make for above ground works with all necessary accessories,specials viz. socket,bend,tee etc.\ni) 15 mm dia. Medium quality\n \n[PWd S & P,-1.11.2017, P-2 , Item-1]\n | | 14.4 | mtr. |
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| 19 | 20 | Sand filling in foundation plinth in layers not exceeding 15 cm. as directed and consolidation same by through saturation with water and pumping complete including cost of sand. [ PWD (B) WC-II, -1.11.2017, Page-2, It-4(A) | | 77.04 | %m3 |
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| 20 | 21 | Earth work in filling in trenches and pits with good earth obtained from excavation of trenches………\n[Ref: P.W.D. (Bldg.) W.C.II, -1.11.2017, Page-1, It.-3(a)]\n | | 231.12 | %m3 |
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| 21 | 22 | Removal of excavated surplus earth , Dismantled rubbish etc. from working site….of EIC.\n[KMDA,Water supply - 2012; Page- 118 ;Item-12.8 ]\n | | 64.2 | m3 |
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| 22 | 23 | Single Brick Flat Soling of picked jhama… with local sand.\n[PWD Bldg.WC(ii)-1.11.2017, P-14,Item-1]\n | | 256.8 | sq.m |
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| 23 | 24 | Cast iron double flanged sluice valves generally conforming to IS 14846:2000,having four face and spindle nut of gunmetal,inside screw non-rising type brass/AISI 410 spindle;\nSeat tested to 10 kg/cm2 ,flanges flat faced and drilled to I.S. :1538 : 1993\ni) 100 dia\n[KMDA,Water supply - 2012; Page-99;Item-10.7]a) At Gangadhar Bhattacharya Lane\n | | 2 | each |
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| 24 | 25 | GST 12% | | 1 | LS |
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| 25 | 26 | Labour wellfare Cess 1% | | 1 | LS |
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