Laying Rcc Np2 Pipe Line Of 1000Mm Dia In The Length Of 12800 Feet Alongwith Pai To Songal Road , Construction Of Permanent Pump House And Purchase Of 1 No . 10 Cs Vertical Turbine Pump To Drain Out The Flood Water For Protection Of Village Pai Into Ka, Kaithal-Haryana

TDR : 28322737

Tender Notice
BOQ

Expired

Kaithal , Haryana

Tender Brief : Laying Rcc Np2 Pipe Line Of 1000Mm Dia In The Length Of 12800 Feet Alongwith Pai To Songal Road , Construction Of Permanent Pump House And Purchase Of 1 No . 10 Cs Vertical Turbine Pump To Drain Out The Flood Water For Protection Of Village Pai Into Ka

Document Fees
₹ 15000 /-

EMD
₹ 220000.0 /-

Tender Value
Refer document

Submission Date
02-07-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Laying RCC NP2 pipe line of 1000mm dia in the length of 12800 feet alongwith Pai to Songal Road, Construction of Permanent Pump House and purchase of 1 No. 10 Cs vertical turbine pump to drain out the flood water for protection of village Pai into Kasan Drain at RD. 26500-L.
1	1	E/work excavation in ordinary soil exclusive of compensation of earth dressed with a combined lead 30 metre including breaking of clouds. HSR 6.2 (b) ( c) (i)	BI01010001010000000000000515BI0100001112	327.49	100 Cum
2	2	Providing and placing in Horizontal layer filtering media screened, washed and cleaned as described bajri and graded (3rd layer) HSR No. 28.50 (c)	BI01010001010000000000000515BI0100001113	2.04	Cum
3	3	Earth work in excavation in foundations, trenches, etc., in all kind of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonr, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. HSR item No. 6.6. \n	BI01010001010000000000000515BI0100001114	65.32	100 Cum
4	4	Earth work for excavation for pipe lines running under pressure in trenches and pits, in open area, where disposal of surplus earth is done alongwith the alignment icluding trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layer and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water diversion of traffice, night signals, fixing caution boards, watching, fencing etc. and outside the town in ordinary soil without timbering and shoring upto 1.5 mtr. depath HSR item No.6.8 (a)	BI01010001010000000000000515BI0100001115	11405	100 Cum
5	5	Design Mix cement conc. M-15 with minimum cement contents 240Kg./cum in foundation & plinth. HSR item No.10.64	BI01010001010000000000000515BI0100001116	27.17	Cum
6	6	First class brick work laid in cement sand mortar 1:3 in foundation and plinth. HSR item No.11.5	BI01010001010000000000000515BI0100001117	175.52	Cum
7	7	Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles & channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. HSR item No. 10.78	BI01010001010000000000000515BI0100001118	5.86	Cum
8	8	12mm thick Cement plaster 1:3 on wall HSR Item No. 15.4.	BI01010001010000000000000515BI0100001119	239.89	Sqm
9	9	Fe-500 EQR TMT steel bars for RCC, works, where not including in the complete rate of RCC including bending, binding and placing in position complete. HSR item No.18.22.	BI01010001010000000000000515BI0100001120	9.15	Qtl.
10	10	Providing, lowering cutting, jointing and testing RCC pipe class NP2 1000mm dia pipe as per IS 458-2003 with spigot and Socketed joints manufactured with ISI marked sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 1/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item No.29.38, 29.44, 29.45 & 29.46 including cartage, loading and unloading complete in all respect. HSR item No.28.60.	BI01010001010000000000000515BI0100001121	3887.93	Mtr.
11	11	Providing & lowering of well casting striver/screen 200mm dia UPVC (CS & CM) 10 Kg. pressure/cm2 (ISI Marked) specification as per IS 12818-2010 (N.S)	BI01010001010000000000000515BI0100001122	27	Mtr.
12	12	Providing & fixing 200 mm UPVC socket 10 KG (ISI Marked) specification as per IS 12818-2010	BI01010001010000000000000515BI0100001123	3	Each
13	13	Supply and fixing of ss stainless steel wire screen 200 mmdia specification as per IS 8110:2019 (N.S)	BI01010001010000000000000515BI0100001124	3	Mtr.
14	14	Applying 1mm thick of cement rendering on plaster in houdi HSR item No.15.75	BI01010001010000000000000515BI0100001125	148.39	Sqm
15	15	CC 1:3:6 with stone aggregate 20mm size in foundation & plinth (HSR 10.40)	BI01010001010000000000000515BI0100001126	37.58	Cum
16	16	CC 1:4:8 with stone aggregate 20mm size in foundation & plinth (HSR 10.37)	BI01010001010000000000000515BI0100001127	5.29	Cum
17	17	1st class brick work in CM 1:3 in super structure (HSR 11.10)	BI01010001010000000000000515BI0100001128	15.75	Cum
18	18	RCC 1:1.5:3 with stone agg.20mm size for slab of roof (HSR 10.80 + 10.95)(a)	BI01010001010000000000000515BI0100001129	4.31	Cum
19	19	Tile treacing on roof with one layer of tile laid dry over a layer of mud mortar i/c grouting with cement sand mortar (HSR 13.14)	BI01010001010000000000000515BI0100001130	16.95	Sqm
20	20	Conglomerate floor 40mm thick CC 1:2:4, 100mm thick CC 1:8:16 & 100mm thick sand filling. (HSR 14.12)	BI01010001010000000000000515BI0100001131	16.95	Sqm
21	21	Providing & fixing chowkhat for door & windows of commercial hard wood such as hollock, champ etc. (HSR17.12)	BI01010001010000000000000515BI0100001132	0.11	Cum
22	22	Providing & fixing kail wood door & window shutter parmolled/glazed 35mm thick. (HSR 17.25)(b).	BI01010001010000000000000515BI0100001133	10.5	Sqm
23	23	Providing & fixing G.I. shutter 0.80mm thick with 40x40x6mm angle iron frame with diagonal bricks etc. (HSR 18.16)	BI01010001010000000000000515BI0100001134	7.43	Sqm
24	24	Damp roof course 40mm thick CC 1:2:4 (HSR 10.114)	BI01010001010000000000000515BI0100001135	6.41	Sqm
25	25	Cement pointing 1:2 deep variety on walls (HSR 15.60)	BI01010001010000000000000515BI0100001136	149.48	Sqm
26	26	PVC insulated copper conductor wiring 1.6mm thick conduct pipe. (HSR 31.36)(i)(b)\nFan Point meduim	BI01010001010000000000000515BI0100001137	2	No.
27	27	PVC insulated copper conductor wiring 1.6mm thick conduct pipe. (HSR 31.36)(i)(b)\nLight point long	BI01010001010000000000000515BI0100001138	8	No.
28	28	PVC insulated copper conductor wiring 1.6mm thick conduct pipe. (HSR 31.36)(i)(b)\n3 Pin 5 Amp plug short	BI01010001010000000000000515BI0100001139	4	No.
29	29	PVC insulated copper conductor wiring 1.6mm thick conduct pipe. (HSR 31.36)(i)(b)\n3 Pin 15 Amp plug long	BI01010001010000000000000515BI0100001140	2	No.
30	30	Preparation of plaster surface for dry distemper (HSR 16.51)	BI01010001010000000000000515BI0100001141	91.5	Sqm
31	31	Distemper with dry distemper 2 coat on new work (HSR 16.54)	BI01010001010000000000000515BI0100001142	91.5	Sqm
32	32	Providing and fixing girders (HSR 18.1 (a))	BI01010001010000000000000515BI0100001143	4.57	Otl.
33	33	Cost of alluminium fittings complete in all respect for door & windows (HSR 17.72)(b)	BI01010001010000000000000515BI0100001144	6.85	Sqm
34	34	Appliying pink primer on new wood work (HSR 16.2)	BI01010001010000000000000515BI0100001145	15.41	Sqm
35	35	Painting two coat with ready mixed paint on new wood work (HSR 16.4)	BI01010001010000000000000515BI0100001146	15.41	Sqm
36	36	Planking of commercial hard wood 50MM such as hollock, champ etc. (HSR 17.16)(a)	BI01010001010000000000000515BI0100001147	6.5	Sqm
37	37	Finishing wall with exterior decorative covert based paint such as snowcem on new work two coats. (HSR16.61)	BI01010001010000000000000515BI0100001148	149.48	Sqm
38	38	Earth work excavation in filling under floor ramming of earth. HSR 6.13.	BI01010001010000000000000515BI0100001149	31.57	100 Cum
39	39	Dry brick on edge paving sand grounted over 50mm thick earth and mud paster. HSR 14.20	BI01010001010000000000000515BI0100001150	41.26	Sqm
40	40	Rain water pipe 100mm dia bore PVC pipe fixed with clamps screw HSR 13.89	BI01010001010000000000000515BI0100001151	5	Mtr.
41	41	Supply and fixing service cable 2 core aluminum 10mm size Market Rate.	BI01010001010000000000000515BI0100001152	30	Mtr.
42	42	Drilling of bore hole of 10'' dia by machine including labour	BI01010001010000000000000515BI0100001153	30	Mtr.
43	43	Supply and fixing sliding door bolt 300mm long HSR 17.83 (b) (i)	BI01010001010000000000000515BI0100001154	2	No.
44	44	Jali,Rivet, brass, disco ,solvent & cap specification as per IS 12818-2010(N.S)	BI01010001010000000000000515BI0100001155	1	Set

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Laying Rcc Np2 Pipe Line Of 1000Mm Dia In The Length Of 12800 Feet Alongwith Pai To Songal Road , Construction Of Permanent Pump House And Purchase Of 1 No . 10 Cs Vertical Turbine Pump To Drain Out The Flood Water For Protection Of Village Pai Into Ka, Kaithal-Haryana

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Name of Work: Laying RCC NP2 pipe line of 1000mm dia in the length of 12800 feet alongwith Pai to Songal Road, Construction of Permanent Pump House and purchase of 1 No. 10 Cs vertical turbine pump to drain out the flood water for protection of village Pai into Kasan Drain at RD. 26500-L.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	E/work excavation in ordinary soil exclusive of compensation of earth dressed with a combined lead 30 metre including breaking of clouds. HSR 6.2 (b) ( c) (i)	BI01010001010000000000000515BI0100001112	327.49	100 Cum
2	2	Providing and placing in Horizontal layer filtering media screened, washed and cleaned as described bajri and graded (3rd layer) HSR No. 28.50 (c)	BI01010001010000000000000515BI0100001113	2.04	Cum
3	3	Earth work in excavation in foundations, trenches, etc., in all kind of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonr, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. HSR item No. 6.6. \n	BI01010001010000000000000515BI0100001114	65.32	100 Cum
4	4	Earth work for excavation for pipe lines running under pressure in trenches and pits, in open area, where disposal of surplus earth is done alongwith the alignment icluding trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layer and restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water diversion of traffice, night signals, fixing caution boards, watching, fencing etc. and outside the town in ordinary soil without timbering and shoring upto 1.5 mtr. depath HSR item No.6.8 (a)	BI01010001010000000000000515BI0100001115	11405	100 Cum
5	5	Design Mix cement conc. M-15 with minimum cement contents 240Kg./cum in foundation & plinth. HSR item No.10.64	BI01010001010000000000000515BI0100001116	27.17	Cum
6	6	First class brick work laid in cement sand mortar 1:3 in foundation and plinth. HSR item No.11.5	BI01010001010000000000000515BI0100001117	175.52	Cum
7	7	Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles & channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. HSR item No. 10.78	BI01010001010000000000000515BI0100001118	5.86	Cum
8	8	12mm thick Cement plaster 1:3 on wall HSR Item No. 15.4.	BI01010001010000000000000515BI0100001119	239.89	Sqm
9	9	Fe-500 EQR TMT steel bars for RCC, works, where not including in the complete rate of RCC including bending, binding and placing in position complete. HSR item No.18.22.	BI01010001010000000000000515BI0100001120	9.15	Qtl.
10	10	Providing, lowering cutting, jointing and testing RCC pipe class NP2 1000mm dia pipe as per IS 458-2003 with spigot and Socketed joints manufactured with ISI marked sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antitermite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 1/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item No.29.38, 29.44, 29.45 & 29.46 including cartage, loading and unloading complete in all respect. HSR item No.28.60.	BI01010001010000000000000515BI0100001121	3887.93	Mtr.
11	11	Providing & lowering of well casting striver/screen 200mm dia UPVC (CS & CM) 10 Kg. pressure/cm2 (ISI Marked) specification as per IS 12818-2010 (N.S)	BI01010001010000000000000515BI0100001122	27	Mtr.
12	12	Providing & fixing 200 mm UPVC socket 10 KG (ISI Marked) specification as per IS 12818-2010	BI01010001010000000000000515BI0100001123	3	Each
13	13	Supply and fixing of ss stainless steel wire screen 200 mmdia specification as per IS 8110:2019 (N.S)	BI01010001010000000000000515BI0100001124	3	Mtr.
14	14	Applying 1mm thick of cement rendering on plaster in houdi HSR item No.15.75	BI01010001010000000000000515BI0100001125	148.39	Sqm
15	15	CC 1:3:6 with stone aggregate 20mm size in foundation & plinth (HSR 10.40)	BI01010001010000000000000515BI0100001126	37.58	Cum
16	16	CC 1:4:8 with stone aggregate 20mm size in foundation & plinth (HSR 10.37)	BI01010001010000000000000515BI0100001127	5.29	Cum
17	17	1st class brick work in CM 1:3 in super structure (HSR 11.10)	BI01010001010000000000000515BI0100001128	15.75	Cum
18	18	RCC 1:1.5:3 with stone agg.20mm size for slab of roof (HSR 10.80 + 10.95)(a)	BI01010001010000000000000515BI0100001129	4.31	Cum
19	19	Tile treacing on roof with one layer of tile laid dry over a layer of mud mortar i/c grouting with cement sand mortar (HSR 13.14)	BI01010001010000000000000515BI0100001130	16.95	Sqm
20	20	Conglomerate floor 40mm thick CC 1:2:4, 100mm thick CC 1:8:16 & 100mm thick sand filling. (HSR 14.12)	BI01010001010000000000000515BI0100001131	16.95	Sqm
21	21	Providing & fixing chowkhat for door & windows of commercial hard wood such as hollock, champ etc. (HSR17.12)	BI01010001010000000000000515BI0100001132	0.11	Cum
22	22	Providing & fixing kail wood door & window shutter parmolled/glazed 35mm thick. (HSR 17.25)(b).	BI01010001010000000000000515BI0100001133	10.5	Sqm
23	23	Providing & fixing G.I. shutter 0.80mm thick with 40x40x6mm angle iron frame with diagonal bricks etc. (HSR 18.16)	BI01010001010000000000000515BI0100001134	7.43	Sqm
24	24	Damp roof course 40mm thick CC 1:2:4 (HSR 10.114)	BI01010001010000000000000515BI0100001135	6.41	Sqm
25	25	Cement pointing 1:2 deep variety on walls (HSR 15.60)	BI01010001010000000000000515BI0100001136	149.48	Sqm
26	26	PVC insulated copper conductor wiring 1.6mm thick conduct pipe. (HSR 31.36)(i)(b)\nFan Point meduim	BI01010001010000000000000515BI0100001137	2	No.
27	27	PVC insulated copper conductor wiring 1.6mm thick conduct pipe. (HSR 31.36)(i)(b)\nLight point long	BI01010001010000000000000515BI0100001138	8	No.
28	28	PVC insulated copper conductor wiring 1.6mm thick conduct pipe. (HSR 31.36)(i)(b)\n3 Pin 5 Amp plug short	BI01010001010000000000000515BI0100001139	4	No.
29	29	PVC insulated copper conductor wiring 1.6mm thick conduct pipe. (HSR 31.36)(i)(b)\n3 Pin 15 Amp plug long	BI01010001010000000000000515BI0100001140	2	No.
30	30	Preparation of plaster surface for dry distemper (HSR 16.51)	BI01010001010000000000000515BI0100001141	91.5	Sqm
31	31	Distemper with dry distemper 2 coat on new work (HSR 16.54)	BI01010001010000000000000515BI0100001142	91.5	Sqm
32	32	Providing and fixing girders (HSR 18.1 (a))	BI01010001010000000000000515BI0100001143	4.57	Otl.
33	33	Cost of alluminium fittings complete in all respect for door & windows (HSR 17.72)(b)	BI01010001010000000000000515BI0100001144	6.85	Sqm
34	34	Appliying pink primer on new wood work (HSR 16.2)	BI01010001010000000000000515BI0100001145	15.41	Sqm
35	35	Painting two coat with ready mixed paint on new wood work (HSR 16.4)	BI01010001010000000000000515BI0100001146	15.41	Sqm
36	36	Planking of commercial hard wood 50MM such as hollock, champ etc. (HSR 17.16)(a)	BI01010001010000000000000515BI0100001147	6.5	Sqm
37	37	Finishing wall with exterior decorative covert based paint such as snowcem on new work two coats. (HSR16.61)	BI01010001010000000000000515BI0100001148	149.48	Sqm
38	38	Earth work excavation in filling under floor ramming of earth. HSR 6.13.	BI01010001010000000000000515BI0100001149	31.57	100 Cum
39	39	Dry brick on edge paving sand grounted over 50mm thick earth and mud paster. HSR 14.20	BI01010001010000000000000515BI0100001150	41.26	Sqm
40	40	Rain water pipe 100mm dia bore PVC pipe fixed with clamps screw HSR 13.89	BI01010001010000000000000515BI0100001151	5	Mtr.
41	41	Supply and fixing service cable 2 core aluminum 10mm size Market Rate.	BI01010001010000000000000515BI0100001152	30	Mtr.
42	42	Drilling of bore hole of 10'' dia by machine including labour	BI01010001010000000000000515BI0100001153	30	Mtr.
43	43	Supply and fixing sliding door bolt 300mm long HSR 17.83 (b) (i)	BI01010001010000000000000515BI0100001154	2	No.
44	44	Jali,Rivet, brass, disco ,solvent & cap specification as per IS 12818-2010(N.S)	BI01010001010000000000000515BI0100001155	1	Set

Laying Rcc Np2 Pipe Line Of 1000Mm Dia In The Length Of 12800 Feet Alongwith Pai To Songal Road , Construction Of Permanent Pump House And Purchase Of 1 No . 10 Cs Vertical Turbine Pump To Drain Out The Flood Water For Protection Of Village Pai Into Ka, Kaithal-Haryana

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