Sashastra Seema Bal Tender
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Sashastra Seema Bal - SSB Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date11 Feb 2025
Closing Date21 Feb 2025
Tender Amount₹ 1,39,05,582
Costs
EMD
₹ 2,78,112Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SSB_848571_1Bid Award Id
ViewTender No
7/CTC Sapri/24-25Tender Authority
Sashastra Seema Bal ViewPurchaser Address
-Website
http://https://ssb.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
33.29
6326
210594.2
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
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-
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Flush / Ruled/ Struck or weathered pointing
608.7
214
130505.28
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FINISHING
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Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C. blocks shall be paid separately)
646
303
196157.9
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Providing and laying plum concrete wall with hard stone boulders in retaining wall/ breast wall/toe wall in foundation plinth and superstructure up to all height and level, size and shape it with 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size) using maximum 40 % hard stone boulders in plum concrete complete as per direction of the engineer-in- charge ( excluding the cost of centering, shuttering which shall be paid respective item) MR ITEM
119
4215
501602.85
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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 :
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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-
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Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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-
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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-
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All kinds of soil
1292
107
138244
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Centering and shuttering including strutting, propping etc. and removal of form for
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-
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
14.4
2928
42164.64
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
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-
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Dismantling and Demolishing
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15 mm cement plaster on rough side of single or half brick wall of mix:
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
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Cost index @21.9 % (applicable for DSR item only)
10995881.13
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2408097.97
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Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
516.8
30
15684.88
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Add for revised GST @18% in place of 12% ie 6.33% on 10341278.22
10341278.22
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654602.91
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
130.86
7945
1039767.76
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1:6 (1 cement: 6 coarse sand)
291.9
294
85920.77
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In cement mortar
47.32
1698
80370.65
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CEMENT CONCRETE (CAST IN SITU)
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-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
25951.74
142
3692932.6
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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)
1192.5
166
198968.63
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MASONRY WORK
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
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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).
111.86
8364
935619.41
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STEEL WORK
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Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire ornuts, bolts and washers as required complete as per the direction ofEngineer-in-charge.
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Cement mortar 1:6 (1 cement : 6 coarse sand)
1.72
6658
11452.19
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Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):
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-
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ROAD WORK
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Made of G.I. wire of dia 4 mm
1292
859
1110474
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Finishing walls with Acrylic Smooth exterior paint of required shade :
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-
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REINFORCED CEMENT CONCRETE
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
11811.11
89
1058866.01
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All kinds of soil
193.8
149
28876.2
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
903.2
669
604737.56
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Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
1950
4
9067.5
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12 mm cement plaster of mix :
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-
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EARTH WORK
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Cement mortar 1:6 (1 cement : 6 coarse sand)
53.25
8288
441354.64
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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:
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
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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.
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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 for all lift
193.8
161
31318.08
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1:6 (1 cement: 6 coarse sand)
291.9
339
98983.29
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