| 1 | 1 | Picking up & remove old bituminous layer ................... Where thickness of layer is. KMDA,(W.S)2012, P-61, It- 1.3 a,b,c ii) 50mm to 100mm | | 7 | 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) | | 14 | 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 | | 164 | 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) | | 220 | M |
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| 5 | 5 | Hire and labour charges for shoring work …………….of the E.I.C KMDA,(W.S)2012, P-61, It- 1.5a, (1&2) (a) Depth up to 1.5M | | 84 | 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) | | 12 | M3 |
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| 7 | 7 | Cutting C.I/D.I pipes for fittings with pipes……….of the E.I.C. KMDA(WS)2012’, P-68, IT-2.7, b,c &d,e,f (a) 100 mm dia. | | 12 | Each |
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| 8 | 8 | Lowering fitting and fixing all types of valves………of the E.I.C. KMDA(WS)2012’, P-81, IT-5.2, b,d,e,f.g (a) 100 mm dia. | | 2 | Each |
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| 9 | 9 | Shifting house connection or stand post …………of the E.I.C............................. KMDA(WS)2012’, P-85, IT-6.7 | | 40 | Each |
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| 10 | 10 | C.I. Sluice Valve cast iron double flanged …………..I.S 1538:1993 KMDA(WS)2012’, P-99, IT-10.7, ii,iv,v,vi,vii(a) 100 mm dia. | | 2 | Each |
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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 | | 2 | Each |
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| 12 | 12 | Dewatering by pumps .........of the E.I.C. KMDA(WS)2012’, P-119, IT-13.1 | | 1500 | HP/HR |
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| 13 | 13 | Centrifugally cast (Spun) D.I pipe…………….coating class K7 KMDA(WS)2012’, P-94, 95 IT-10.4 A,c,d,e & B, a,b(a) 100 mm dia. | | 12 | Mtr. |
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| 14 | 14 | Providing lighting arrangements…………….etc complete. Rate approved by HMC | | 2 | Night |
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| 15 | 15 | Supplying, fitting & fixing G.I pipe of TATA make underground…………..in all respect. PWD(S&P) w.e.f 1.11.17 P-2 It-3(ii) (a) 15 mm dia(M.Q). | | 30 | M |
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| 16 | 16 | Hydraulically testing of C.I/D.I pipes………….of the E.I.C. KMDA(WS)2012’, P-88, IT-8.1b,c,d,e,f (a) 100 mm dia. | | 193 | M |
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| 17 | 17 | Disinfection of water main by filling with water ……………….of the E.I.C. KMDA(WS)2012’, P-90, IT-9.1 b,c,d,e,f (a) 100 mm dia. | | 193 | M |
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| 18 | 18 | Supplying including cost of installation of C.I Mechanical compression ………………C.I/D.I pipes. [Ref:-K.M.D.A (ws)2012,Page-123,It-13.25]b,d,e,f,g (a) 100 mm dia. | | 6 | EACH |
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| 19 | 19 | Supplying including cost of installation of C.I Mechanical compression ………………C.I/D.I pipes. [Ref:-K.M.D.A (ws)2012,Page-123,It-13.25]b,d,e,f,g (e) 150 mm dia. | | 4 | EACH |
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| 20 | 20 | Earth Work in filling in foundation trenches…………from excavation KMDA(WS)2012’, P-61, IT-1.2 | | 162 | M3 |
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| 21 | 21 | Removal of rubbish/Earth……….of the E.I.C. K.M.A.D (WS)2012 Sch. -2014, page -118, It- 12.8 | | 16 | M3 |
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| 22 | 22 | Supply H.D.P.E pipe confirming to I.S-4984/1985.P.E-100 Rate accepted by H.M.C (b) 110 mm dia. | | 154 | M |
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| 23 | 23 | Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 Rate accepted by H.M.C (b)110 mm dia. | | 184 | M |
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| 24 | 24 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (c) 160 mm dia equal tee | | 2 | Each |
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| 25 | 25 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (i) 110 mm dia bend | | 2 | Each |
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| 26 | 26 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (ii) 110 mm dia pipe end | | 16 | Each |
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| 27 | 27 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (iii) 110 mm dia equal tee. | | 1 | Each |
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| 28 | 28 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (iv) 110 mm dia sand with flange. | | 16 | Each |
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| 29 | 29 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (v) 110 mm dia end cap | | 1 | Each |
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| 30 | 30 | Single brick soling………..sand Ref: P.W.D (Bldg) Sch. -2017, page -14, It- 1 | | 116 | M2 |
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| 31 | 31 | First class brick work in cement mortar……………..(1:4) proportion Ref: P.W.D (Bldg) Sch. -2017, page -15, It- 7(a&b) | | 2.05 | M3 |
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| 32 | 32 | Providing and laying cement concrete…………works complete (1:2:4) Ref: P.W.D (Bldg) Sch. -2017, page -26, It- B(10)(i) | | 14.5 | M3 |
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| 33 | 33 | Plaster with sand and cement mortar…………..materials with(4:1) cement mortar. (a) 15 mm thick. Ref: P.W.D (Bldg) Sch. -2017, page -189, It- 1(ii)(c) | | 20 | M2 |
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| 34 | 34 | Neat cement punning………………Surface. Ref: P.W.D (Bldg) Sch. -2017, page -192, It- 15 | | 20 | M2 |
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| 35 | 35 | Taking out C.I /D.I pipe Other Spears...... Pipe up to 150 mm dia and depth of trench up to 2.0 m ( Ref : K.M.D.A(ws)-2012, Page -83,It-6.1)a | | 12 | M |
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| 36 | 36 | GST 12% | | 1 | LS |
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| 37 | 37 | Labour wellfare Cess 1% | | 1 | LS |
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