Improvement Of Water Supply Main Distribution Pipe Laying 160 Mm Dia Hdpe Pipe In Place Of Old 125 Mm Dia Ci Laying New 110 Mm Dia Hdpe Pipe And Lower Down The Existing 110 Mm Dia Hdpe Pipe Including Allied Works At Kali Prasad Chakraborty Lane From, Under Hmc Area-West Bengal

TDR : 26696348

Tender Notice
BOQ

Expired

Under Hmc Area , West Bengal

Tender Brief : Improvement Of Water Supply Main Distribution Pipe Laying 160 Mm Dia Hdpe Pipe In Place Of Old 125 Mm Dia Ci Laying New 110 Mm Dia Hdpe Pipe And Lower Down The Existing 110 Mm Dia Hdpe Pipe Including Allied Works At Kali Prasad Chakraborty Lane From

Document Fees
₹ 2000 /-

EMD
₹ 13641.0 /-

Tender Value
₹ 6.82 Lakhs /-

Submission Date
06-02-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Improvement of Water supply main distribution pipe laying 160 mm dia HDPE pipe in place of old 125 mm dia CI laying new 110 mm dia HDPE pipe and lower down the existing 110 mm dia HDPE pipe including allied works at Kali Prasad Chakraborty Lane from Holding no 12/1 to 9/4, 10/1/2 & 11/2, within ward no – 23 under Howrah Municipal Corporation.
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	10.5	M2
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)	11	M3
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	203	M3
4	4	Earth work in excavation in trenches .................of the E.I.C b) 1.5 to 3 m KMDA,(W.S)2012, P-61, It- 1.1.a	54	M3
5	5	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)	136.5	M
6	6	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	158	M2
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) (b) Depth beyond 1.5M and up to 3.0M	46.5	M2
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)	12.2	M3
9	9	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.	12	Each
10	10	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.	1	Each
11	11	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.	1	Each
12	12	Shifting house connection or stand post …………of the E.I.C............................. KMDA(WS)2012’, P-85, IT-6.7	48	Each
13	13	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.	1	Each
14	14	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.	1	Each
15	15	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
16	16	Dewatering by pumps .........of the E.I.C. KMDA(WS)2012’, P-119, IT-13.1	1200	HP/HR
17	17	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 (b) 150 mm dia.	12	Mtr.
18	18	Providing lighting arrangements…………….etc complete. Rate approved by HMC	3	Night
19	19	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).	96	M
20	20	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.	157	M
21	21	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.	192	M
22	22	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.	157	M
23	23	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.	192	M
24	24	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.	11	EACH
25	25	Earth Work in filling in foundation trenches…………from excavation KMDA(WS)2012’, P-61, IT-1.2	242	M3
26	26	Removal of rubbish/Earth……….of the E.I.C. K.M.A.D (WS)2012 Sch. -2014, page -118, It- 12.8	15	M3
27	27	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.	41	M
28	28	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.	122.5	M
29	29	Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 Rate accepted by H.M.C (a)160 mm dia.	41	M
30	30	Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 Rate accepted by H.M.C (b)110 mm dia.	157	M
31	31	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (b) 160 mm dia pipe end	4	Each
32	32	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (c) 160 mm dia equal tee	2	Each
33	33	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
34	34	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (i) 110 mm dia bend	7	Each
35	35	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (ii) 110 mm dia pipe end	11	Each
36	36	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (iii) 110 mm dia equal tee.	1	Each
37	37	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (iv) 110 mm dia sand with flange.	11	Each
38	38	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (v) 110 mm dia end cap	3	Each
39	39	Single brick soling………..sand Ref: P.W.D (Bldg) Sch. -2017, page -14, It- 1	95	M2
40	40	First class brick work in cement mortar……………..(1:4) proportion Ref: P.W.D (Bldg) Sch. -2017, page -15, It- 7(a&b)	2.1	M3
41	41	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)	21	M2
42	42	Neat cement punning………………Surface. Ref: P.W.D (Bldg) Sch. -2017, page -192, It- 15	21	M2
43	43	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
44	44	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	12	M3
45	45	GST 12%	1	LS
46	46	Labour wellfare Cess 1%	1	LS

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Improvement Of Water Supply Main Distribution Pipe Laying 160 Mm Dia Hdpe Pipe In Place Of Old 125 Mm Dia Ci Laying New 110 Mm Dia Hdpe Pipe And Lower Down The Existing 110 Mm Dia Hdpe Pipe Including Allied Works At Kali Prasad Chakraborty Lane From, Under Hmc Area-West Bengal

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Name of Work: Improvement of Water supply main distribution pipe laying 160 mm dia HDPE pipe in place of old 125 mm dia CI laying new 110 mm dia HDPE pipe and lower down the existing 110 mm dia HDPE pipe including allied works at Kali Prasad Chakraborty Lane from Holding no 12/1 to 9/4, 10/1/2 & 11/2, within ward no – 23 under Howrah Municipal Corporation.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
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		10.5	M2
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)		11	M3
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		203	M3
4	4	Earth work in excavation in trenches .................of the E.I.C b) 1.5 to 3 m KMDA,(W.S)2012, P-61, It- 1.1.a		54	M3
5	5	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)		136.5	M
6	6	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		158	M2
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) (b) Depth beyond 1.5M and up to 3.0M		46.5	M2
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)		12.2	M3
9	9	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.		12	Each
10	10	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.		1	Each
11	11	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.		1	Each
12	12	Shifting house connection or stand post …………of the E.I.C............................. KMDA(WS)2012’, P-85, IT-6.7		48	Each
13	13	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.		1	Each
14	14	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.		1	Each
15	15	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
16	16	Dewatering by pumps .........of the E.I.C. KMDA(WS)2012’, P-119, IT-13.1		1200	HP/HR
17	17	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 (b) 150 mm dia.		12	Mtr.
18	18	Providing lighting arrangements…………….etc complete. Rate approved by HMC		3	Night
19	19	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).		96	M
20	20	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.		157	M
21	21	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.		192	M
22	22	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.		157	M
23	23	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.		192	M
24	24	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.		11	EACH
25	25	Earth Work in filling in foundation trenches…………from excavation KMDA(WS)2012’, P-61, IT-1.2		242	M3
26	26	Removal of rubbish/Earth……….of the E.I.C. K.M.A.D (WS)2012 Sch. -2014, page -118, It- 12.8		15	M3
27	27	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.		41	M
28	28	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.		122.5	M
29	29	Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 Rate accepted by H.M.C (a)160 mm dia.		41	M
30	30	Lowering and jointing labour charges for laying and jointing of 4984.P.E-100 Rate accepted by H.M.C (b)110 mm dia.		157	M
31	31	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (b) 160 mm dia pipe end		4	Each
32	32	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (c) 160 mm dia equal tee		2	Each
33	33	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
34	34	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (i) 110 mm dia bend		7	Each
35	35	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (ii) 110 mm dia pipe end		11	Each
36	36	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (iii) 110 mm dia equal tee.		1	Each
37	37	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (iv) 110 mm dia sand with flange.		11	Each
38	38	Supply H.D.P.E pipe fittings………….P.E-100 Rate accepted by H.M.C (v) 110 mm dia end cap		3	Each
39	39	Single brick soling………..sand Ref: P.W.D (Bldg) Sch. -2017, page -14, It- 1		95	M2
40	40	First class brick work in cement mortar……………..(1:4) proportion Ref: P.W.D (Bldg) Sch. -2017, page -15, It- 7(a&b)		2.1	M3
41	41	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)		21	M2
42	42	Neat cement punning………………Surface. Ref: P.W.D (Bldg) Sch. -2017, page -192, It- 15		21	M2
43	43	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
44	44	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		12	M3
45	45	GST 12%		1	LS
46	46	Labour wellfare Cess 1%		1	LS

Improvement Of Water Supply Main Distribution Pipe Laying 160 Mm Dia Hdpe Pipe In Place Of Old 125 Mm Dia Ci Laying New 110 Mm Dia Hdpe Pipe And Lower Down The Existing 110 Mm Dia Hdpe Pipe Including Allied Works At Kali Prasad Chakraborty Lane From, Under Hmc Area-West Bengal

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