| 1 | 1 | 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) | | 28 | m3 |
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| 2 | 2 | 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 | | 322 | m3 |
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| 3 | 3 | 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) | | 200 | m |
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| 4 | 4 | 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) | | 238 | m2 |
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| 5 | 5 | 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) | | 17 | m3 |
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| 6 | 6 | Lowering fitting and fixing all types of valves………of the E.I.C. (a) 100 mm dia. | | 2 | Each |
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| 7 | 7 | (b) 150 mm dia. KMDA(WS)2012’, P-81, IT-5.2, b,d,e,f.g | | 1 | Each |
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| 8 | 8 | Shifting house connection or stand post …………of the E.I.C............................. KMDA(WS)2012’, P-85, IT-6.7 | | 301 | Nos |
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| 9 | 9 | C.I. Sluice Valve cast iron double flanged …………..I.S 1538:1993 (a) 100 mm dia. | | 2 | nos |
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| 10 | 10 | (b) 150 mm dia.KMDA(WS)2012’, P-99, IT-10.7, ii,iv,v,vi,vii | | 1 | nos |
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| 11 | 11 | 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 | | 3 | each |
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| 12 | 12 | Dewatering by pumps .........of the E.I.C. KMDA(WS)2012’, P-119, IT-13.1 | | 900 | hp/hr |
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| 13 | 13 | 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) | | 45 | m |
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| 14 | 14 | Hydraulically testing of C.I/D.I pipes………….of the E.I.C. (a) 100 mm dia. | | 298 | m |
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| 15 | 15 | (b) 150 mm dia.KMDA(WS)2012’, P-88, IT-8.1b,c,d,e,f | | 72 | m |
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| 16 | 16 | Disinfection of water main by filling with water ……………….of the E.I.C. (a) 100 mm dia. | | 298 | m |
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| 17 | 17 | (b) 150 mm dia. KMDA(WS)2012’, P-90, IT-9.1 b,c,d,e,f | | 72 | m |
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| 18 | 18 | Earth Work in filling in foundation trenches…………from excavation KMDA(WS)2012’, P-61, IT-1.2 | | 301 | m3 |
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| 19 | 19 | Removal of rubbish/Earth……….of the E.I.C. K.M.A.D (WS)2012 Sch. -2014, page -118, It- 12.8 | | 49 | m3 |
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| 20 | 20 | Supply H.D.P.E pipe confirming to I.S-4984/1985.P.E-100 (a) 160 mm dia. | | 72 | m |
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| 21 | 21 | (b) 110 mm dia.Rate accepted by H.M.C | | 298 | m |
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| 22 | 22 | Supply H.D.P.E pipe fittings………….P.E-100 (b) 160 mm dia pipe end | | 5 | each |
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| 23 | 23 | (c) 160 mm dia equal tee | | 1 | each |
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| 24 | 24 | (d) 160 mm dia sand with flange | | 5 | each |
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| 25 | 25 | (ii) 110 mm dia pipe end | | 18 | each |
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| 26 | 26 | (iii) 110 mm dia equal tee. | | 5 | each |
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| 27 | 27 | (iv) 110 mm dia sand with flange. | | 18 | each |
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| 28 | 28 | (v) 110 mm dia end cap Rate accepted by H.M.C | | 4 | each |
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| 29 | 29 | Single brick soling………..sand Ref: P.W.D (Bldg) Sch. -2017, page -14, It- 1 | | 222 | m2 |
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| 30 | 30 | 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 | | 28 | m3 |
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| 31 | 31 | GST 12% | | 1 | nos |
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| 32 | 32 | Labour wellfare Cess 1% | | 1 | Nos |
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