Bringing To Design Section Of Try Drain No 4 From Rd 128625 To 131625 And Bringing To Design Section Of Try Drain No 4 From Rd 128625 To 131625 And 152000 To 150500 For Separation Of Drain From Village Pond And Abadi And To Protect The Crops Land From, Executive Engineer, Panipat W/S Division, Panipat-Haryana

TDR : 27787009

Tender Notice
BOQ

Expired

Executive Engineer, Panipat W/S Division, Panipat , Haryana

Tender Brief : Bringing To Design Section Of Try Drain No 4 From Rd 128625 To 131625 And Bringing To Design Section Of Try Drain No 4 From Rd 128625 To 131625 And 152000 To 150500 For Separation Of Drain From Village Pond And Abadi And To Protect The Crops Land From

Document Fees
₹ 15000 /-

EMD
₹ 250000.0 /-

Tender Value
₹ 1.25 Crore /-

Submission Date
07-05-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Bringing to design section of Try. Drain No. 4 from R.D 128625 to 131625 & 152000 to 150500 for separation of drain from village pond & abadi and to protect the crops/land from waste water in village Palri and Naultha respectively
1	1	Earth work excavation i/c all lead, lifts and all other allowances with an avg. lead of 30 mtr. HSR 6.2 (b) & (c)	2066.19	Per % cum
2	2	Removing/ rehandling of earth work of diversion after completion of work and dressed as per direction of engineer incharge with an average lead of 15 mtr. HSR 6.2 (b) & Note-II	6435.98	Per % cum
3	3	Preparing watering and ramming surface for laying C.C. in Horizontal as per PWD specification and design and as per direction of engineer incharge HSR 10.122 (b) (i)	2931.35	Per sqm
4	4	Preparing watering & raming surface for laying CC in galcis as per PWD specification & design and as per direction of engineer in charge. HSR 10.122(b)(ii)	6827.31	Per sqm
5	5	Design mix C.C. of grade M-10 with minimum cement contents 220 kg./cum in F & P HSR 10.63	819.72	Per cum
6	6	Design mix C.C. of grade M-15 with minimum cement contents 240 kg./cum in F & P HSR 10.64	185.58	Per cum
7	7	Providing & laying in position machine batached and machine mixed design mix M-25 grade cement concrete reinforced cement concrete work, using cement content as per approved design mix i/c pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth minimum cement content 330 kg as per HSR item No.10.66	45.81	Per cum
8	8	Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete reinforced cement concrete work, using cement content as per approved design mix i/c pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in 1st storey up to 1M above plinth level (Note- Cement content considered in this item is @Rs. 330 kg/Cum as per HSR item No.10.73	26.97	Per cum
9	9	Sand filling behind pucca structure as per PWD specification and design and as per direction of engineer incharge. HSR 14.83, 5.1 (a) & 4.1 (a)	25.54	Per cum
10	10	Providing & fixing drainage spout. NS	4	No.
11	11	Filling expension joint with sail tax board. NS	11.65	Per sqm
12	12	First class brick work laid in cement sand morter 1:3 in foundation and plinth (HSR 11.5)	1623.25	Per cum
13	13	First class brick work laid in cement sand morter 1:3 in Superstructure (HSR 11.10)	39.73	Per cum
14	14	Centering and shuttering for faces of foundation concrete foundation beams etc.(HSR 9.13)	885.83	Per sqm
15	15	Centering and shuttering side soffits. HSR 9.7	96.93	Per sqm
16	16	Centering & shuttering for bottom slab. HSR 9.18(b)	44.54	Per sqm
17	17	First class brick work laid in cement sand morter 1:6 in foundation & plinth. HSR 11.2	20.56	Per cum
18	18	Preparation of plastered or concrete surfaces for painting, i/c sand papering the surface, applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing surface to the required finish, complete HSR 16.24	60.34	Per sqm
19	19	Painting two coats with ready mixed exterior paint in all shades on newly plastered or concrete exterior surfaces HSR 16.26	60.34	Per sqm
20	20	Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces HSR 16.25	60.34	Per sqm
21	21	Supply & fixing caution/ sign boards on both side	2	No.
22	22	Laying & Supply of RCC hume pipe 900mm dia. HSR 28.60 (NP 2)	45	Per Mtr.
23	23	Removing of RCC hume pipe 900mm dia. HSR 8.35 (c)	45	Per Mtr.
24	24	Earth work excavation for filling i/c dressing with all lead, lifts, compensation and all other allowances as per direction of engineer incharge with an average lead 495 Mtr HSR 6.2 (b), (c) (i)(ii)(iii); 6.3 (i)	15616.4	Per % cum
25	25	Extra for compaction of E/W as per specifications as per HSR No. 6.2(g) i, ii & v	11660.2	Per % cum
26	26	Earth work excavation for cutting with all lead lift and all other allowances with an av. Lead of 15 Mtrs. (HSR item No. 6.2 b	18921.8	Per % cum
27	27	Earth work for lip cutting. HSR 19.23 (a)	1300.17	Per cum
28	28	Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster. HSR 14.20	167.22	Per sqm
29	29	Dismantling Cement masonary 1:4 in foundation & plinth as per PWD specification and design and as per direction of engineer incharge HSR 8.5 (b)	26.37	Per cum
30	30	Striking of joint in cement of brick work. HSR 15.69 (a)	69.31	Per sqm
31	31	Dismentaling of CC plain 1:4:8. HSR 8.6 (b)	15.06	Per cum
32	32	Dismentaling dry brick work. HSR 8.5 (i)	12.56	Per cum
33	33	Supply of Fe 500 D, TMT Steel bars of primary steel producers such as TATA Steel Ltd., SAIL, RINL, Jindal Steel & Power Ltd, JWS Steel Ltd. & Electrosteel Ltd or any other primary producer as approved by the Direction Committee of Haryana who are using iron or as per basic raw material/input and having crude steel capacity of 2.0 Million tons per annum and above. (HSR 18.22)	48.06	Per Qtl.
34	34	Demarcation of land	2	Job
35	35	Shifting of electric pole from site	3	No.
36	36	Credit of Brick bats	59.49	Per cum
37	37	Credit of Hume Pipe 900mm	45	Per Mtr.

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Name of Work: Bringing to design section of Try. Drain No. 4 from R.D 128625 to 131625 & 152000 to 150500 for separation of drain from village pond & abadi and to protect the crops/land from waste water in village Palri and Naultha respectively
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Earth work excavation i/c all lead, lifts and all other allowances with an avg. lead of 30 mtr. HSR 6.2 (b) & (c)		2066.19	Per % cum
2	2	Removing/ rehandling of earth work of diversion after completion of work and dressed as per direction of engineer incharge with an average lead of 15 mtr. HSR 6.2 (b) & Note-II		6435.98	Per % cum
3	3	Preparing watering and ramming surface for laying C.C. in Horizontal as per PWD specification and design and as per direction of engineer incharge HSR 10.122 (b) (i)		2931.35	Per sqm
4	4	Preparing watering & raming surface for laying CC in galcis as per PWD specification & design and as per direction of engineer in charge. HSR 10.122(b)(ii)		6827.31	Per sqm
5	5	Design mix C.C. of grade M-10 with minimum cement contents 220 kg./cum in F & P HSR 10.63		819.72	Per cum
6	6	Design mix C.C. of grade M-15 with minimum cement contents 240 kg./cum in F & P HSR 10.64		185.58	Per cum
7	7	Providing & laying in position machine batached and machine mixed design mix M-25 grade cement concrete reinforced cement concrete work, using cement content as per approved design mix i/c pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth minimum cement content 330 kg as per HSR item No.10.66		45.81	Per cum
8	8	Providing & laying in position machine batched and machine mixed design mix M-25 grade cement concrete reinforced cement concrete work, using cement content as per approved design mix i/c pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in 1st storey up to 1M above plinth level (Note- Cement content considered in this item is @Rs. 330 kg/Cum as per HSR item No.10.73		26.97	Per cum
9	9	Sand filling behind pucca structure as per PWD specification and design and as per direction of engineer incharge. HSR 14.83, 5.1 (a) & 4.1 (a)		25.54	Per cum
10	10	Providing & fixing drainage spout. NS		4	No.
11	11	Filling expension joint with sail tax board. NS		11.65	Per sqm
12	12	First class brick work laid in cement sand morter 1:3 in foundation and plinth (HSR 11.5)		1623.25	Per cum
13	13	First class brick work laid in cement sand morter 1:3 in Superstructure (HSR 11.10)		39.73	Per cum
14	14	Centering and shuttering for faces of foundation concrete foundation beams etc.(HSR 9.13)		885.83	Per sqm
15	15	Centering and shuttering side soffits. HSR 9.7		96.93	Per sqm
16	16	Centering & shuttering for bottom slab. HSR 9.18(b)		44.54	Per sqm
17	17	First class brick work laid in cement sand morter 1:6 in foundation & plinth. HSR 11.2		20.56	Per cum
18	18	Preparation of plastered or concrete surfaces for painting, i/c sand papering the surface, applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing surface to the required finish, complete HSR 16.24		60.34	Per sqm
19	19	Painting two coats with ready mixed exterior paint in all shades on newly plastered or concrete exterior surfaces HSR 16.26		60.34	Per sqm
20	20	Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces HSR 16.25		60.34	Per sqm
21	21	Supply & fixing caution/ sign boards on both side		2	No.
22	22	Laying & Supply of RCC hume pipe 900mm dia. HSR 28.60 (NP 2)		45	Per Mtr.
23	23	Removing of RCC hume pipe 900mm dia. HSR 8.35 (c)		45	Per Mtr.
24	24	Earth work excavation for filling i/c dressing with all lead, lifts, compensation and all other allowances as per direction of engineer incharge with an average lead 495 Mtr HSR 6.2 (b), (c) (i)(ii)(iii); 6.3 (i)		15616.4	Per % cum
25	25	Extra for compaction of E/W as per specifications as per HSR No. 6.2(g) i, ii & v		11660.2	Per % cum
26	26	Earth work excavation for cutting with all lead lift and all other allowances with an av. Lead of 15 Mtrs. (HSR item No. 6.2 b		18921.8	Per % cum
27	27	Earth work for lip cutting. HSR 19.23 (a)		1300.17	Per cum
28	28	Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster. HSR 14.20		167.22	Per sqm
29	29	Dismantling Cement masonary 1:4 in foundation & plinth as per PWD specification and design and as per direction of engineer incharge HSR 8.5 (b)		26.37	Per cum
30	30	Striking of joint in cement of brick work. HSR 15.69 (a)		69.31	Per sqm
31	31	Dismentaling of CC plain 1:4:8. HSR 8.6 (b)		15.06	Per cum
32	32	Dismentaling dry brick work. HSR 8.5 (i)		12.56	Per cum
33	33	Supply of Fe 500 D, TMT Steel bars of primary steel producers such as TATA Steel Ltd., SAIL, RINL, Jindal Steel & Power Ltd, JWS Steel Ltd. & Electrosteel Ltd or any other primary producer as approved by the Direction Committee of Haryana who are using iron or as per basic raw material/input and having crude steel capacity of 2.0 Million tons per annum and above. (HSR 18.22)		48.06	Per Qtl.
34	34	Demarcation of land		2	Job
35	35	Shifting of electric pole from site		3	No.
36	36	Credit of Brick bats		59.49	Per cum
37	37	Credit of Hume Pipe 900mm		45	Per Mtr.

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