| 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 i) 25mm to 50 mm | | 20 | M2 |
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| 2 | 2 | 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 | | 20 | M2 |
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| 3 | 3 | Picking up & remove old bituminous layer ................... Where thickness of layer is. KMDA,(W.S)2012, P-61, It- 1.3 a,b,c iii) Above 100mm | | 20 | M2 |
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| 4 | 4 | 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) | | 20 | M3 |
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| 5 | 5 | 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 | | 405 | M3 |
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| 6 | 6 | 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) | | 280 | M |
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| 7 | 7 | 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 | | 150 | M2 |
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| 8 | 8 | 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) | | 54 | M3 |
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| 9 | 9 | Lowering and type D.I pipes………….of the E.I.C. KMDA(WS)2012, P-63, IT-2.2.b,c&d (c) 200 mm dia.& 250mm dia | | 5 | M |
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| 10 | 10 | Lead jointing to C.I pipes……….of the E.I.C KMDA(WS)2012, P-64, IT-2.3.b,d &e,f,g (b) 150 mm dia. | | 4 | Each |
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| 11 | 11 | Lead jointing to C.I pipes……….of the E.I.C KMDA(WS)2012, P-64, IT-2.3.b,d &e,f,g (e) 300 mm dia. | | 4 | Each |
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| 12 | 12 | Flange joints to D.I pipes and specials………….of the E.I.C.KMDA(WS)2012’, P-67, IT-2.6, b,d &e,f,g (c) 200 mm dia. | | 2 | Each |
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| 13 | 13 | Flange joints to D.I pipes and specials………….of the E.I.C.KMDA(WS)2012’, P-67, IT-2.6, b,d &e,f,g (d) 250 mm dia. | | 2 | Each |
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| 14 | 14 | 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 (b) 150 mm dia. | | 2 | Each |
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| 15 | 15 | 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 (e) 300 mm dia. | | 4 | Each |
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| 16 | 16 | Cutting of single bit rubber gasket………….of the E.I.C. KMDA(WS)2012’, P-70, IT-2.9, b,c &d,e,f (b) 150 mm dia. | | 2 | Each |
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| 17 | 17 | Cutting of single bit rubber gasket………….of the E.I.C. KMDA(WS)2012’, P-70, IT-2.9, b,c &d,e,f (d) 250 mm dia. | | 4 | Each |
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| 18 | 18 | 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 (b) 150 mm dia. | | 2 | Each |
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| 19 | 19 | 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 (c) 200 mm dia. | | 1 | Each |
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| 20 | 20 | Shifting house connection or stand post …………of the E.I.C............................. KMDA(WS)2012’, P-85, IT-6.7 | | 50 | Each |
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| 21 | 21 | 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(b) 150 mm dia. | | 2 | Each |
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| 22 | 22 | 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(c) 200 mm dia. | | 1 | Each |
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| 23 | 23 | Dismantling all types of masonry …………………as directed.PWD(B),2017, P-10 It-2(a). | | 20 | M3 |
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| 24 | 24 | 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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| 25 | 25 | Dewatering by pumps .........of the E.I.C. KMDA(WS)2012’, P-119, IT-13.1 | | 2000 | HP/HR |
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| 26 | 26 | Centrifugally cast (Spun) D.I pipe…………….coating class K9 KMDA(WS)2012’, P-94, 95 IT-10.4 A,c,d,e & B, a,ba) 200 mm dia. | | 5 | Mtr. |
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| 27 | 27 | Providing lighting arrangements…………….etc complete. Rate approved by HMC | | 6 | Night |
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| 28 | 28 | Drilled & taping C.I main up to 15mm PWD(S&P) w.e.f 1.11.17 P-27 It-18(i) | | 4 | Set |
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| 29 | 29 | Field welding of M.S plate...................of the E.I.C KMDA(WS)2012’, P-73, IT-4.3,(c,d)i) 10 mm thick. | | 3 | M |
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| 30 | 30 | 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). | | 75 | M |
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| 31 | 31 | 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. | | 105 | M |
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| 32 | 32 | 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 (b) 150 mm dia. | | 12 | M |
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| 33 | 33 | 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 (c) 200 mm dia. | | 105 | M |
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| 34 | 34 | 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. | | 105 | M |
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| 35 | 35 | 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 (b) 150 mm dia. | | 12 | M |
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| 36 | 36 | 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 (c) 200 mm dia. | | 105 | M |
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| 37 | 37 | Detachable joints to A.C pipes……………of the E.I.C. KMDA(WS)2012’, P-71, IT-3.3 b,c (a) 100 mm dia. | | 4 | EACH |
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| 38 | 38 | Detachable joints to A.C pipes……………of the E.I.C. KMDA(WS)2012’, P-71, IT-3.3 b,c (b) 150 mm dia. | | 4 | EACH |
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| 39 | 39 | Labour for detachable joints to A.C pipes………of the E.I.C. KMDA(WS)2012’, P-71, IT-3.4 b&c. (a) 100 mm dia. | | 4 | EACH |
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| 40 | 40 | Labour for detachable joints to A.C pipes………of the E.I.C. KMDA(WS)2012’, P-71, IT-3.4 b&c. (b) 150 mm dia. | | 4 | EACH |
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| 41 | 41 | 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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| 42 | 42 | All types of C.I specials ………1538 to 1993. KMDA(WS)2012’, P-93, IT-10.3 a&b (a) Socket and Spigot ended. 92 80 mm to 300 mm | | 200 | Kg. |
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| 43 | 43 | Earth Work in filling in foundation trenches…………from excavation KMDA(WS)2012’, P-61, IT-1.2 | | 351 | M3 |
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| 44 | 44 | 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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| 45 | 45 | Supply H.D.P.E pipe confirming to I.S-4984/1985.P.E-100 Rate accepted by H.M.C(a) 160 mm dia. | | 12 | M |
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| 46 | 46 | 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. | | 150 | M |
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| 47 | 47 | Supply H.D.P.E pipe confirming to I.S-4984/1985.P.E-100 Rate accepted by H.M.C (b) 200 mm dia. | | 105 | M |
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| 48 | 48 | Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 Rate accepted by H.M.C (a)160 mm dia. | | 12 | M |
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| 49 | 49 | Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 Rate accepted by H.M.C (b)110 mm dia. | | 150 | M |
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| 50 | 50 | Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 Rate accepted by H.M.C (b)200 mm dia. | | 105 | M |
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| 51 | 51 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (b) 160 mm dia pipe end | | 4 | Each |
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| 52 | 52 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (b) 200 mm dia pipe end | | 10 | Each |
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| 53 | 53 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (d) 160 mm dia sand with flange | | 4 | Each |
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| 54 | 54 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (e) 1200 sand flange | | 10 | Each |
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| 55 | 55 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (i) 110 mm dia bend | | 4 | Each |
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| 56 | 56 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (ii) 110 mm dia pipe end | | 15 | Each |
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| 57 | 57 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (iii) 110 mm dia equal tee. | | 4 | Each |
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| 58 | 58 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (iv) 110 mm dia sand with flange. | | 15 | Each |
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| 59 | 59 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (v) 110 mm dia end cap | | 2 | Each |
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| 60 | 60 | Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C 160 X 110 mm dia reducer | | 2 | Each |
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| 61 | 61 | Single brick soling………..sand Ref: P.W.D (Bldg) Sch. -2017, page -14, It- 1 | | 165 | M2 |
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| 62 | 62 | Mild steel plate (Tested) confirming to I.S 2062:1992 K.M.D.A(ws)-2012, Page -113,It- 10.22 (viii)b&c i) 10 mm thick. | | 0.25 | M.T |
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| 63 | 63 | Field welding of Machined ends ...........................E.I.C K.M.D.A(WS),2012’ ,P-73,It-4.4(c&d) i) 10 mm thick. | | 3 | M |
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| 64 | 64 | Fabricating M.S specials pipes of different dia metre ..................of the E.I.C. K.M.D.A(WS),2012’ ,P-76,It-4.6a(ii)&b(ii). i) 10 mm thick. | | 0.25 | M.T |
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| 65 | 65 | supply MS flange 200 mm dia | | 1 | each |
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| 66 | 66 | supply MS flange 300 mm dia | | 1 | each |
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| 67 | 67 | manufacturing and suppling MS saddle with 10 mm thick ................. | | 1 | M3 |
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| 68 | 68 | GST 12% | | 1 | LS |
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| 69 | 69 | Labour wellfare Cess 1% | | 1 | LS |
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