Sashastra Seema Bal Tender
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The SSB has issued a formal invitation for competitive bids for the Sashastra Seema Bal project, for C/o Fort Wall At Ssb Academy Bhopal in Bhopal, Madhya Pradesh, with an estimated contract value of Rs. 1,51,76,524. The bid opening date for this tender is 07-05-2025 and the last date for bid submission is 15-05-2025. Interested bidders for Sashastra Seema Bal tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Sashastra Seema Bal - SSB Tender
Civil And Construction
Building Construction
Eprocure
Opening Date7 May 2025
Closing Date15 May 2025
Tender Amount₹ 1,51,76,524
Costs
EMD
₹ 3,03,530Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
C/o Fort Wall At Ssb Academy Bhopal
Description
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Contact
Tender Id
2025_SSB_859073_1Bid Award Id
ViewTender No
09/SSB ACADEMY/2025-26Tender Authority
Sashastra Seema Bal ViewPurchaser Address
-Website
http://https://ssb.nic.in/
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BOQ Items
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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 :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived fromnatural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources)
50.04
7178
359224.64999999997
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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-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
238.4
9045
2156506.8000000003
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Reinforced cement concrete work in walls (anythickness), 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
197.79
10852
2146604.9805
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Foundations, footings, bases of columns, etc. for mass concrete
388.14
392
152209.101
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Suspended floors, roofs, landings, balconies and access
platform
14.26
927
13222.585
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lintels, beams, plinth beams
1232.77
736
907811.828
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columns, pillers
943.19
961
906688.547
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Arches, domes, vaults up to 6 m span
125.04
2154
269379.924
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Vertical and horizontal fins individually or forming box louvers
band, facias and eaves boards
262.76
1296
340720.892
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Extra for shuttering in circular work (20% of respective
centering and shuttering items)
251.96
736
185543.344
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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.Mild steel and Medium Tensile steel bars
16383.09
107
1754628.939
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars
31474.5
107
3370918.9499999997
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Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in superstructure above plinth level up to floorV level.Cement mortar 1:4 (1 cement :4 coarse sand)
633.39
1123
711803.6819999999
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
2031.17
518
1053263.2035
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Finishing walls with Acrylic Smooth exterior paint of required shade : 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)
2031.17
160
326205.902
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