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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | ₹14.2 L | L1 | Accepted-AOC Lowest one bidder |
| 2 | L2₹14.2 L+₹1,553.32 (0.11%)Rejected-Finance | ₹14.2 L+₹1,553.32 (0.11%) | L2 | Rejected-Finance second highest bidder |
| 3 | L3₹14.2 L+₹2,426.17 (0.17%)Rejected-Finance | ₹14.2 L+₹2,426.17 (0.17%) | L3 | Rejected-Finance Due to highest bidder |
| Sl No | Description | Qty | Unit | Ruchi Associates and Trading Co L3 | M/s Vidya Enterprise L1 | Sofi Enterprise L2 |
|---|---|---|---|---|---|---|
| 1.00The bidder is required to quote itemwise price for the various scope of work listed in the BOQ document individually and OVERALL rate of all the items would be taken for deriving the L1 bidder. | ||||||
| 2.00 | Earth wrok in Excavation by mechanical means (Hydraulic excavator) / manaual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan) inculding drtessing of sides and ramming of bottoms , lift up to 1.5m, inculding getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m.All kinds of soil. | 12 | Cum | 286.85 ₹3,442.2 | 285.85 ₹3,430.2 Lowest | 287 ₹3,444 |
| 3.00 | Dry brick pitching half brick in drains inculding supply of bricks and preparing the surface complete. With common burnt clay F.P.S (non Modular) bricks of class designation 7.5 . | 20 | Sqm | 607.2 ₹12,144 | 605.1 ₹12,102 Lowest | 606 ₹12,120 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering
and shuttering-All work up to planth level 1:3:6 (1 Cement : coarse sand (zone-III) derived from
natural sources : 6 graded stone aggregate 20 mm niminal size derived from nutural sources) | 2.88 | Cum | 6,833.4 ₹19,680.19 | 6,830.5 ₹19,671.84 Lowest | 6,833.6 ₹19,680.77 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening cutting bending, placing in posion and
binding all complete upto plinth level. Thermo-Mechanical Treated bars of grade Fe-500D or more | 408.96 | Kg | 89.65 ₹36,663.26 | 89.5 ₹36,601.92 Lowest | 90 ₹36,806.4 |
| 6.00 | Centering and shuttering including strutting propping etc. and removal of from for Columns, Piller
Piers Abutments, Posts and Struts. | 30.4 | Sqm | 804.25 ₹24,449.2 | 804.2 ₹24,447.68 Lowest | 805 ₹24,472 |
| 7.00 | Renforced cement concrete work in walls (any thickness) including attached pilasfers, bultresses
plinth and string courses, fillets colomns, pillars piers abutments, posts 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) 3 graded stone aggregate 20mm niminal size) | 1.8 | Cum | 10,185.05 ₹18,333.09 | 10,185 ₹18,333 | 10,184 ₹18,331.2 Lowest |
| 8.00 | Steel work in buill up tubular (round square or rectangular hollow tubes etc) trusses etc.
Including cutting, hosting fixing in posion and applying a priming a coal oof aporoved stell primer
including welding and bolted with special shaped washers etc complete. Hot finished welded type tubes. | 5,359.33 | Kg | 154.9 ₹8,30,160.22 | 154.5 ₹8,28,016.49 Lowest | 154.95 ₹8,30,428.18 |
| 9.00 | Proceding corrugated G.S sheet roofing including vertical/ curved surface fixed with polymer coasted
J or L hooks bolts and nuts 8 mm diameter with bitumen and G I limpet washers or with G I limpet
washers filled with white lead. Including a coat of approved steel primer and two coats of approved
paint on overlapping of sheets complete ( up to any pitch in horizontal/ vertical or curved surfaces )
excluding the cost of purlins. rafters and including cutting to size and shape wherever required 0.63 mm thick with zinc coating not less than 275 gm/m2 | 439.5 | Cum | 978 ₹4,29,831 | 977.65 ₹4,29,677.18 | 975 ₹4,28,512.5 Lowest |
| 10.00 | Providing ridges or hips of width plan G.5 sheet fixed with polymer coated J or L hooks,
bolts and nuts 8 mm dia G I Iimpet and bitumen washers complete 0.63 mm thick with
zinc coating not less than 275 gm/m2 | 32.4 | Mtr | 750.85 ₹24,327.54 | 750.8 ₹24,325.92 Lowest | 751 ₹24,332.4 |
Tender Value
Refer Docs
EMD Value
₹28,400
Closing Date
30 May 2025, 6:00 pmClosed
CO, 4 MAHAR (BORDERS)
RMS, DIMAPUR
CONSTR OF MULTI PURPOSE SHED FOR SITTING AREA / SPORTS COMPLEX CHANDMARI HIGHER SECONDARY SCHOOL, KOHIMA
2024_ARMY_688935_3
A/SAD/IGAR (N)/5 SECT/03/24-25
Limited
Miscellaneous Works
Works
180 days
KOHIMA
as per bid documents
7 documents required · 7 mandatory
₹2,000
Yes
CO, 4 MAHAR (BORDERS)
₹28,400
Yes
12 Aug 2025
9 May 2025
31 May 2025
9 May 2025
30 May 2025
24 May 2025
9 May 2025 - 24 May 2025
Amount
The bidder is required to quote itemwise price for the various scope of work listed in the BOQ document individually and OVERALL rate of all the items would be taken for deriving the L1 bidder.
Earth wrok in Excavation by mechanical means (Hydraulic excavator) / manaual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan) inculding drtessing of sides and ramming of bottoms , lift up to 1.5m, inculding getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m.All kinds of soil.
Dry brick pitching half brick in drains inculding supply of bricks and preparing the surface complete. With common burnt clay F.P.S (non Modular) bricks of class designation 7.5 .
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to planth level 1:3:6 (1 Cement : coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm niminal size derived from nutural sources)
Steel reinforcement for R.C.C. work including straightening cutting bending, placing in posion and binding all complete upto plinth level. Thermo-Mechanical Treated bars of grade Fe-500D or more
Centering and shuttering including strutting propping etc. and removal of from for Columns, Piller Piers Abutments, Posts and Struts.
Renforced cement concrete work in walls (any thickness) including attached pilasfers, bultresses plinth and string courses, fillets colomns, pillars piers abutments, posts 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) 3 graded stone aggregate 20mm niminal size)
Steel work in buill up tubular (round square or rectangular hollow tubes etc) trusses etc. Including cutting, hosting fixing in posion and applying a priming a coal oof aporoved stell primer including welding and bolted with special shaped washers etc complete. Hot finished welded type tubes.
Proceding corrugated G.S sheet roofing including vertical/ curved surface fixed with polymer coasted J or L hooks bolts and nuts 8 mm diameter with bitumen and G I limpet washers or with G I limpet washers filled with white lead. Including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal/ vertical or curved surfaces ) excluding the cost of purlins. rafters and including cutting to size and shape wherever required 0.63 mm thick with zinc coating not less than 275 gm/m2
Providing ridges or hips of width plan G.5 sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G I Iimpet and bitumen washers complete 0.63 mm thick with zinc coating not less than 275 gm/m2
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to Is 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes 110 mm diameter.
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes confirming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Couple 110 mm bend
Providing and fixing on wall face unplasticised PVC moulded fitting/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion Bend 87.5 " . 110 mm bend
Sofi Enterprise (BID ID -3308845)
Ruchi Associates and Trading Co (BID ID -3308832)
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