National Security Guard Tender
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Costs
EMD
₹ 1,52,832Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NSG_813146_1Bid Award Id
ViewTender No
05/CS/2024-25/NSGTender Authority
National Security Guard ViewPurchaser Address
-Website
http://https://www.nsg.gov.in/
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Documents
BOQ Items
All kinds of soil.
900
234270
260.3
Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within NSG Camp.
-
-
-
All kinds of soil
-
-
-
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
400
140860
352.15
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
300
164925
549.75
Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
-
-
-
1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5
41704
8340.85
1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
15
118177
7878.5
1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
15
97779
6518.6
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 :
-
-
-
1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
10
90457
9045.75
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:
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
4
43411
10852.95
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
50
19607
392.15
Suspended floors, roofs, landings, balconies and access platform
100
92725
927.25
Edges of slabs and breaks in floors and walls
-
-
-
Under 20 cm wide
50
10427
208.55
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1400
150990
107.85
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:6(1 cement :6 coarse sand)
276
1968501
7132.25
Brick work 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 in all shapes and sizes in :
-
-
-
Cement mortar 1:6(1 cement : 6 coarse sand)
5
45529
9105.95
12 mm cement plaster of mix: (including all Height)
-
-
-
1:6 (1 cement: 6 coarse sand)
800
274920
343.65
15 mm cement plaster on rough side of single or half brick wall of mix: (including all Height)
-
-
-
1:6(1 cement: 6 coarse sand)
200
79070
395.35
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: (including all Height)
-
-
-
1:4(1 cement: 4 fine sand)
1500
716850
477.9
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. (including all Height)
-
-
-
With cement mortar 1:4 (1cement: 4 coarse sand)
200
112100
560.5
Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
50
5415
108.3
Demolishing cement concrete manually/ by mechanical means including disposal of material within NSG camp as per direction of Engineer - in - charge.
-
-
-
Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
2
4868
2434.25
Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
4
6014
1503.6
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within NSG camp as per direction of Engineer-in-charge.
-
-
-
In cement mortar
92
189538
2060.2
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within NSG camp.
1000
54650
54.65
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall
-
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
-
-
-
25 mm dia nominal bore
300
140325
467.75
32 mm dia nominal bore
300
162090
540.3
40 mm dia nominal bore
200
123410
617.05
50 mm dia nominal bore
100
76215
762.15
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
-
-
-
25 to 40 mm nominal bore
20
18238
911.9
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
25 mm nominal bore
20
12448
622.4
32 mm nominal bore.
20
13792
689.6
40 mm nominal bore
20
16522
826.1
50 mm nominal bore
20
20533
1026.65
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
-
-
-
25 mm nominal bore
20
8785
439.25
32 mm nominal bore
20
9781
489.05
40 mm nominal bore
20
12626
631.3
50 mm nominal bore
10
8238
823.8
Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :
-
-
-
Up to 600 mm dia
2
42580
21290.1
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
-
-
-
100 mm dia pipes
30
3583
119.45
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
-
-
-
100 mm dia Ductile Iron Class K-7 pipes
600
754680
1257.8
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
250 mm dia. R.C.C. pipe
50
44990
899.8
300 mm dia. R.C.C. pipe
100
99430
994.3
450 mm dia. R.C.C. pipe
50
81047
1620.95
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
-
-
-
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
63852
12770.55
Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
132027
26405.5
Extra for depth for manholes :
-
-
-
Size 120x90 cm
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
10
105855
10585.5
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
30367
7591.8
Supplying and fixing C.I. cover without frame for manholes :
-
-
-
560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg
5
37877
7575.4
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
-
-
-
L D- 2.5
-
-
-
Rectangular shape 600x450 mm internal dimensions
20
28753
1437.65
Square shape 450 mm internal dimensions
20
23109
1155.45
Circular shape 450 mm internal diameter
20
23393
1169.65
H D - 20
-
-
-
Circular shape 560 mm internal diameter
10
16757
1675.7
Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm (8 Hrs working )
13
828542
63734
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