| 1 | 1 | Picking up & remove old bituminous layer ................... Where thickness of layer is. ii) 50mm to 100mm KMDA,(W.S)2012, P-61, It- 1.3 a,b,c | | 110 | m2 |
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| 2 | 2 | Dismantling all types of plain cement concrete……..directed. Up to 150 mm thick. Ref: P.W.D (Bldg) Sch. -2017, page -10 It- 2(a) | | 39 | m3 |
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| 3 | 3 | Earth work in excavation in trenches .................of the E.I.C a) Upto 1.5 M below G.L KMDA,(W.S)2012, P-61, It- 1.1.a | | 412.32 | m3 |
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| 4 | 4 | Hire and labour charges 75 mm dia bamboo railing …………timber. Railing with 3 rows. Ref: P.W.D (Bldg) w.e.f- 1.11.2017, page -271, It- 4(ii) | | 287.4 | m |
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| 5 | 5 | Hire and labour charges for shoring work …………….of the E.I.C (a) Depth up to 1.5M KMDA,(W.S)2012, P-61, It- 1.5a, (1&2) | | 13.8 | m2 |
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| 6 | 6 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm............. complete. Ref: P.W.D (Bldg) Sch. -2017, page -2, It- 4(a) | | 45.15 | m3 |
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| 7 | 7 | Lowering fitting and fixing all types of valves………of the E.I.C. (a) 150 mm dia. | | 10 | m |
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| 8 | 8 | (b) 400 mm dia. KMDA(WS)2012’, P-81, IT-5.2, b,d,e,f.g | | 2 | m |
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| 9 | 9 | Rubber gasket joints to D.I pipes……of the E.I.C. (b) 150 mm dia. KMDA(WS)2012, P-66, IT-2.5b,c&d,e,f | | 6 | each |
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| 10 | 10 | Lead jointing to C.I pipes……….of the E.I.C(b) 150 mm dia. | | 2 | each |
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| 11 | 11 | (c) 200 mm dia. | | 1 | each |
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| 12 | 12 | (e) 400 mm dia.KMDA(WS)2012, P-64, IT-2.3.b,d &e,f,g | | 2 | each |
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| 13 | 13 | Flange joints to D.I pipes and specials………….of the E.I.C. (b) 150 mm dia. KMDA(WS)2012’, P-67, IT-2.6, b,d &e,f,g | | 8 | each |
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| 14 | 14 | Cutting C.I/D.I pipes for fittings with pipes……….of the E.I.C. (b) 150 mm dia. | | 4 | each |
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| 15 | 15 | (e) 400 mm dia. KMDA(WS)2012’, P-68, IT-2.7, b,c &d,e,f | | 2 | each |
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| 16 | 16 | Lowering fitting and fixing all types of valves………of the E.I.C. (b) 150 mm dia. KMDA(WS)2012’, P-81, IT-5.2, b,d,e,f.g | | 2 | each |
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| 17 | 17 | Shifting house connection or stand post …………of the E.I.C............................. KMDA(WS)2012’, P-85, IT-6.7 | | 19 | each |
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| 18 | 18 | C.I. Sluice Valve cast iron double flanged …………..I.S 1538:1993 (b) 150 mm dia.KMDA(WS)2012’, P-99, IT-10.7, ii,iv,v,vi,vii | | 2 | each |
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| 19 | 19 | Dismantling all types of masonry …………………as directed. PWD(B),2017, P-10 It-2(a). | | 0.4 | m3 |
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| 20 | 20 | Sluice valve chamber with C.I heavy cover …………up to 900 mm depth. PWD(S&P),w.e.f 1/11/2017 , P-8 ,It-10 | | 2 | each |
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| 21 | 21 | Dewatering by pumps .........of the E.I.C. KMDA(WS)2012’, P-119, IT-13.1 | | 450 | hp/hr |
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| 22 | 22 | Centrifugally cast (Spun) D.I pipe…………….coating class K7 (b) 150 mm dia. | | 10 | mtr |
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| 23 | 23 | class K9 400 mm dia. KMDA(WS)2012’, P-94, 95 IT-10.4 A,c,d,e & B, a,b | | 2 | mtr |
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| 24 | 24 | Providing lighting arrangements…………….etc complete.Rate approved by HMC | | 2 | night |
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| 25 | 25 | Drilled & taping C.I main up to 15mm PWD(S&P) w.e.f 1.11.17 P-27 It-18(i) | | 2 | set |
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| 26 | 26 | Supplying, fitting & fixing G.I pipe of TATA make underground…………..in all respect. (a) 15 mm dia(M.Q). PWD(S&P) w.e.f 1.11.17 P-2 It-3(ii) | | 10 | m |
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| 27 | 27 | Hydraulically testing of C.I/D.I pipes………….of the E.I.C. (b) 150 mm dia.KMDA(WS)2012’, P-88, IT-8.1b,c,d,e,f | | 260 | m |
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| 28 | 28 | Disinfection of water main by filling with water ……………….of the E.I.C. (b) 150 mm dia. KMDA(WS)2012’, P-90, IT-9.1 b,c,d,e,f | | 260 | m |
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| 29 | 29 | Detachable joints to A.C pipes……………of the E.I.C. (b) 150 mm dia. KMDA(WS)2012’, P-71, IT-3.3 b,c | | 4 | each |
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| 30 | 30 | Labour for detachable joints to A.C pipes………of the E.I.C. (b) 150 mm dia. KMDA(WS)2012’, P-71, IT-3.4 b&c. | | 4 | each |
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| 31 | 31 | Supplying including cost of installation of C.I Mechanical compression ………………C.I/D.I pipes. (e) 150 mm dia. | | 8 | each |
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| 32 | 32 | (a) 400 mm dia.[Ref:-K.M.D.A (ws)2012,Page-123,It-13.25]b,d,e,f,g | | 2 | each |
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| 33 | 33 | All types of C.I specials ………1538 to 1993. (a) Socket and Spigot ended. 92 80 mm to 300 mm KMDA(WS)2012’, P-93, IT-10.3 a&b | | 333 | kg |
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| 34 | 34 | Earth Work in filling in foundation trenches…………from excavation KMDA(WS)2012’, P-61, IT-1.2 | | 367.17 | m3 |
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| 35 | 35 | Removal of rubbish/Earth……….of the E.I.C. K.M.A.D (WS)2012 Sch. -2014, page -118, It- 12.8 | | 50 | m3 |
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| 36 | 36 | Supply H.D.P.E pipe confirming to I.S-4984/1985.P.E-100 (a) 160 mm dia. Rate accepted by H.M.C | | 250 | m |
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| 37 | 37 | Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 (a)160 mm dia. Rate accepted by H.M.C | | 250 | m |
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| 38 | 38 | Supply H.D.P.E pipe fittings………….P.E-100 (a) 160 mm dia bend. | | 4 | each |
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| 39 | 39 | (c) 160 mm dia pipe end | | 26 | each |
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| 40 | 40 | (d) 160 mm dia sand with flange | | 26 | each |
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| 41 | 41 | Single brick soling………..sand Ref: P.W.D (Bldg) Sch. -2017, page -14, It- 1 | | 274.88 | m2 |
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| 42 | 42 | First class brick work in cement mortar……………..(1:4) proportion Ref: P.W.D (Bldg) Sch. -2017, page -15, It- 7(a&b) | | 0.3 | m3 |
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| 43 | 43 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips(20 mm nominal size) excluding shuttering and reinforcement 1) Pakur variety. P-14 IT-7(1), PWD(WB) schedule-2014 | | 19.5 | m3 |
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| 44 | 44 | GST 12% | | 1 | LS |
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| 45 | 45 | Labour wellfare Cess 1% | | 1 | LS |
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