Construction Of Oht And Development Works At Non-Composite Bop Varnahar Of 115 Bn Bsf Under Shq Bsf Barmer, Bop Varnahar Of 115 Bn Bsf-Rajasthan

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Tender Notice
BOQ

Expired

Bop Varnahar Of 115 Bn Bsf , Rajasthan

Tender Brief : Construction Of Oht And Development Works At Non-Composite Bop Varnahar Of 115 Bn Bsf Under Shq Bsf Barmer

Document Fees
₹ 500 /-

EMD
₹ 33179.0 /-

Tender Value
₹ 16.58 Lakhs /-

Submission Date
03-09-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of OHT and development works at non-composite BOP Varnahar OF 115 Bn BSF under SHQ BSF Barmer
1	1	EARTH WORK	BI01010001010000000000000515BI0100001113
2	1.01	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge:	BI01010001010000000000000515BI0100001114
3	1.02	All kinds of soil	BI01010001010000000000000515BI0100001115	735	sqm
4	1.03	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.	BI01010001010000000000000515BI0100001116
5	1.04	All kinds of soil.	BI01010001010000000000000515BI0100001117	31.36	cum
6	1.05	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.	BI01010001010000000000000515BI0100001118	1.44	cum
7	2	CONCRETE WORK	BI01010001010000000000000515BI0100001119
8	2.01	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :	BI01010001010000000000000515BI0100001120
9	2.02	1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001121	92.62	cum
10	2.03	1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)	BI01010001010000000000000515BI0100001122	93.56	cum
11	3	REINFORCED CEMENT CONCRETE	BI01010001010000000000000515BI0100001123
12	3.01	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :	BI01010001010000000000000515BI0100001125
13	3.02	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001126	4.33	cum
14	3.03	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :	BI01010001010000000000000515BI0100001127
15	3.04	1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001128	1.62	cum
16	3.05	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001129	2.53	cum
17	3.06	Centering and shuttering including strutting, propping etc. and removal of form for:\r\n	BI01010001010000000000000515BI0100001113
18	3.07	Foundations, footings, bases of columns, etc. for mass concrete	BI01010001010000000000000515BI0100001114	10.74	sqm
19	3.08	Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001115	6.76	sqm
20	3.09	Lintels, beams, plinth beams, girders, bressumers and cantilevers	BI01010001010000000000000515BI0100001116	22.56	sqm
21	3.1	Columns, Pillars, Piers, Abutments, Posts and Struts	BI01010001010000000000000515BI0100001117	21.6	sqm
22	3.11	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.	BI01010001010000000000000515BI0100001118
23	3.12	Thermo-Mechanically Treated bars of grade Fe-500D or more.	BI01010001010000000000000515BI0100001119	519.6	Kg
24	3.13	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.	BI01010001010000000000000515BI0100001120
25	3.14	Thermo-Mechanically Treated bars of grade Fe-500 D or more.	BI01010001010000000000000515BI0100001121	498	Kg
26	4	BRICK WORK	BI01010001010000000000000515BI0100001122
27	4.01	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.	BI01010001010000000000000515BI0100001123
28	4.02	Cement mortar 1:4 (1 cement :4 coarse sand)	BI01010001010000000000000515BI0100001125	12.48	sqm
29	5	STONE WORK	BI01010001010000000000000515BI0100001126
30	5.01	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :	BI01010001010000000000000515BI0100001127
31	5.02	Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001128	12.18	cum
32	6	STEEL WORK	BI01010001010000000000000515BI0100001129
33	6.01	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.	BI01010001010000000000000515BI0100001113
34	6.02	In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete	BI01010001010000000000000515BI0100001114	100	kg
35	6.03	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	BI01010001010000000000000515BI0100001115	75	kg
36	6.04	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.	BI01010001010000000000000515BI0100001116
37	6.05	G.I. pipes	BI01010001010000000000000515BI0100001117	150	kg
38	7	FINISHING	BI01010001010000000000000515BI0100001118
39	7.01	15 mm cement plaster on the rough side of single or half brick wall of mix :	BI01010001010000000000000515BI0100001119
40	7.02	1:6 (1 cement: 6 fine sand)	BI01010001010000000000000515BI0100001120	48.7	sqm
41	7.03	20 mm cement plaster of mix :	BI01010001010000000000000515BI0100001121
42	7.04	1:6 (1 cement: 6 coarse sand)	BI01010001010000000000000515BI0100001122	28.57	sqm
43	7.05	6 mm cement plaster of mix :	BI01010001010000000000000515BI0100001123
44	7.06	1:3 (1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001125	28.36	sqm
45	7.07	Finishing walls with Acrylic Smooth exterior paint of required shade :	BI01010001010000000000000515BI0100001126
46	7.08	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)	BI01010001010000000000000515BI0100001127	61.88	sqm
47	8	ROAD WORK	BI01010001010000000000000515BI0100001128
48	8.01	Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.	BI01010001010000000000000515BI0100001129	192	sqm
49	9	WATER SUPPLY	BI01010001010000000000000515BI0100001126
50	9.01	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. EXTERNAL WORK	BI01010001010000000000000515BI0100001127
51	9.02	25 mm nominal outer dia Pipes	BI01010001010000000000000515BI0100001128	225	metre
52	9.03	50 mm nominal outer dia Pipes	BI01010001010000000000000515BI0100001129	500	metre
53	9.04	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.	BI01010001010000000000000515BI0100001129
54	9.05	Circular tank	BI01010001010000000000000515BI0100001129	5000	per litre

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Construction Of Oht And Development Works At Non-Composite Bop Varnahar Of 115 Bn Bsf Under Shq Bsf Barmer, Bop Varnahar Of 115 Bn Bsf-Rajasthan

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Name of Work: Construction of OHT and development works at non-composite BOP Varnahar OF 115 Bn BSF under SHQ BSF Barmer
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	EARTH WORK	BI01010001010000000000000515BI0100001113
2	1.01	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge:	BI01010001010000000000000515BI0100001114
3	1.02	All kinds of soil	BI01010001010000000000000515BI0100001115	735	sqm
4	1.03	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.	BI01010001010000000000000515BI0100001116
5	1.04	All kinds of soil.	BI01010001010000000000000515BI0100001117	31.36	cum
6	1.05	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.	BI01010001010000000000000515BI0100001118	1.44	cum
7	2	CONCRETE WORK	BI01010001010000000000000515BI0100001119
8	2.01	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :	BI01010001010000000000000515BI0100001120
9	2.02	1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001121	92.62	cum
10	2.03	1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)	BI01010001010000000000000515BI0100001122	93.56	cum
11	3	REINFORCED CEMENT CONCRETE	BI01010001010000000000000515BI0100001123
12	3.01	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :	BI01010001010000000000000515BI0100001125
13	3.02	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001126	4.33	cum
14	3.03	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :	BI01010001010000000000000515BI0100001127
15	3.04	1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001128	1.62	cum
16	3.05	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001129	2.53	cum
17	3.06	Centering and shuttering including strutting, propping etc. and removal of form for:\r\n	BI01010001010000000000000515BI0100001113
18	3.07	Foundations, footings, bases of columns, etc. for mass concrete	BI01010001010000000000000515BI0100001114	10.74	sqm
19	3.08	Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001115	6.76	sqm
20	3.09	Lintels, beams, plinth beams, girders, bressumers and cantilevers	BI01010001010000000000000515BI0100001116	22.56	sqm
21	3.1	Columns, Pillars, Piers, Abutments, Posts and Struts	BI01010001010000000000000515BI0100001117	21.6	sqm
22	3.11	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.	BI01010001010000000000000515BI0100001118
23	3.12	Thermo-Mechanically Treated bars of grade Fe-500D or more.	BI01010001010000000000000515BI0100001119	519.6	Kg
24	3.13	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.	BI01010001010000000000000515BI0100001120
25	3.14	Thermo-Mechanically Treated bars of grade Fe-500 D or more.	BI01010001010000000000000515BI0100001121	498	Kg
26	4	BRICK WORK	BI01010001010000000000000515BI0100001122
27	4.01	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.	BI01010001010000000000000515BI0100001123
28	4.02	Cement mortar 1:4 (1 cement :4 coarse sand)	BI01010001010000000000000515BI0100001125	12.48	sqm
29	5	STONE WORK	BI01010001010000000000000515BI0100001126
30	5.01	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :	BI01010001010000000000000515BI0100001127
31	5.02	Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001128	12.18	cum
32	6	STEEL WORK	BI01010001010000000000000515BI0100001129
33	6.01	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.	BI01010001010000000000000515BI0100001113
34	6.02	In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete	BI01010001010000000000000515BI0100001114	100	kg
35	6.03	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	BI01010001010000000000000515BI0100001115	75	kg
36	6.04	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.	BI01010001010000000000000515BI0100001116
37	6.05	G.I. pipes	BI01010001010000000000000515BI0100001117	150	kg
38	7	FINISHING	BI01010001010000000000000515BI0100001118
39	7.01	15 mm cement plaster on the rough side of single or half brick wall of mix :	BI01010001010000000000000515BI0100001119
40	7.02	1:6 (1 cement: 6 fine sand)	BI01010001010000000000000515BI0100001120	48.7	sqm
41	7.03	20 mm cement plaster of mix :	BI01010001010000000000000515BI0100001121
42	7.04	1:6 (1 cement: 6 coarse sand)	BI01010001010000000000000515BI0100001122	28.57	sqm
43	7.05	6 mm cement plaster of mix :	BI01010001010000000000000515BI0100001123
44	7.06	1:3 (1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001125	28.36	sqm
45	7.07	Finishing walls with Acrylic Smooth exterior paint of required shade :	BI01010001010000000000000515BI0100001126
46	7.08	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)	BI01010001010000000000000515BI0100001127	61.88	sqm
47	8	ROAD WORK	BI01010001010000000000000515BI0100001128
48	8.01	Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.	BI01010001010000000000000515BI0100001129	192	sqm
49	9	WATER SUPPLY	BI01010001010000000000000515BI0100001126
50	9.01	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. EXTERNAL WORK	BI01010001010000000000000515BI0100001127
51	9.02	25 mm nominal outer dia Pipes	BI01010001010000000000000515BI0100001128	225	metre
52	9.03	50 mm nominal outer dia Pipes	BI01010001010000000000000515BI0100001129	500	metre
53	9.04	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.	BI01010001010000000000000515BI0100001129
54	9.05	Circular tank	BI01010001010000000000000515BI0100001129	5000	per litre

Construction Of Oht And Development Works At Non-Composite Bop Varnahar Of 115 Bn Bsf Under Shq Bsf Barmer, Bop Varnahar Of 115 Bn Bsf-Rajasthan

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