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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-Finance SHIV BHAWAN MAGADH COLONY ROAD NO 3 SHERGHATI ROAD GAYA 823001 BIHAR | GAYA | BIHAR | 823001 | ₹16.0 L | L1 | Accepted-Finance BEING LOWEST |
| 2 | L2₹16.7 LRejected-Finance HARINAGAR BEHIND MAHESHWARY MARKET PO TATISILWAI DIST RANCHI PIN 835103 | RANCHI | JHARKHAND | 835103 | ₹16.7 L | L2 | Rejected-Finance OTHER THAN LOWEST |
| 3 | L3₹17.6 LRejected-Finance MOCHARIM BODHGAYA GAYA 824231 | BODHGAYA | GAYA | BIHAR | 824231 | ₹17.6 L | L3 | Rejected-Finance OTHER THAN LOWEST |
| 4 | Rejected-Technical | - | - | Rejected-Technical Due to not enlisted in eligible category |
| Sl No | Description | Qty | Unit | M/S ABHAY KUMAR AND BROTHERS L1 | universal enterprises L2 | M/S NARAYAN & SHARMA L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for Surface dressing n exc 15cm deep in soft/loose soil as in berm. | 340 | Sqm | 25 ₹8,500 | 25 ₹8,500 | 27 ₹9,180 |
| 2.00 | Returning, filling in,incl spreading,levelling,watering and well ramming in layers not exc 25CM soft/loose soil | 66.5 | cum | 100 ₹6,650 | 90 ₹5,985 | 80 ₹5,320 |
| 3.00 | M&L for Removing excavated soil to a dist exc.250m & n.exc 1.00 Km | 15 | cum | 200 ₹3,000 | 120 ₹1,800 | 200 ₹3,000 |
| 4.00 | Excavation in trenches n exe 1.5 mtr wide and n exe 1.5 mtr deep for foundation etc all as specified and directed | 15 | Cum | 200 ₹3,000 | 180 ₹2,700 | 500 ₹7,500 |
| 5.00 | M&L Cement concretec D2 (1:4:8) 40 mm graded aggregate in foundations,filling and mass concrete all as specified and directed | 43 | Cum | 2,500 ₹1.1 L | 3,200 ₹1.4 L | 2,520 ₹1.1 L |
| 6.00 | M & L for providing precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in landings, cover slabs and similar work including necessary formwork and 32mm dia weep holes set in cement mortar 1:6 complete all as specified and directed. | 1 | Cum | 8,000 ₹8,000 | 6,000 ₹6,000 | 6,000 ₹6,000 |
| 7.00 | M and L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | 90 | Kg | 110 ₹9,900 | 90 ₹8,100 | 105 ₹9,450 |
| 8.00 | M & L for mild steel round bars(Fe-410- (Gde.E-250)Part- I quality-A or Fe 290 (Gde -E-165) 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips/embedded in concrete complete all as specified and directed. | 300 | Kg | 120 ₹36,000 | 90 ₹27,000 | 150 ₹45,000 |
| 9.00 | S and F of framed work such angles or tees/FI with web and flanges cut to shape,drilled and counter-sunk for screw,incl bending and welding angles,as necessery gusset plates not les than 10mm thick,reveting etc not exc 10 kg each brackets confirming toFe-290 gde-E-165 | 110 | Kg | 120 ₹13,200 | 140 ₹15,400 | 150 ₹16,500 |
| 10.00 | M & L for preparation of new or previously untreated surfaces of steel any description over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed. | 15 | Sqm | 80 ₹1,200 | 60 ₹900 | 120 ₹1,800 |
Updated dates
Tender Value
₹17.8 L
EMD Value
₹35,578
Closing Date
25 Apr 2026, 6:00 pmClosed
Garrison Engineer
Garrison Engineer Gaya Paharpur Mil Stn Gaya Bihar, PIN-823005
PROVN OF 4 FT BRICKS WALL, ALMN WORKS, FALSE CEILING AND FLOOR TILING IN CORRIDOR OF BLDG NO T27 (OLIVIA HALL) AND T04 (GUEST ROOM OF MESS) AT MH GAYA AND PROVN OF HARDSTANDING FOR 300 CYCLES AND CYCLE RACKS IN ACADEMIC DEPT AT OTA GAYA
2026_MES_757496_1
8083/GE/25-26/E8
Open Tender
Civil Works
180 days
OTA Gaya
Please ref tender documents
8 documents required · 8 mandatory
₹500
GE Gaya
₹35,578
5 Jun 2026
24 Mar 2026
30 Apr 2026
24 Mar 2026
25 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1M&L for Surface dressing n exc 15cm deep in soft/loose soil as in berm. | |||||
| 2Returning, filling in,incl spreading,levelling,watering and well ramming in layers not exc 25CM soft/loose soil | |||||
| 3M&L for Removing excavated soil to a dist exc.250m & n.exc 1.00 Km | |||||
| 4Excavation in trenches n exe 1.5 mtr wide and n exe 1.5 mtr deep for foundation etc all as specified and directed | |||||
| 5M&L Cement concretec D2 (1:4:8) 40 mm graded aggregate in foundations,filling and mass concrete all as specified and directed | |||||
| 6M & L for providing precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in landings, cover slabs and similar work including necessary formwork and 32mm dia weep holes set in cement mortar 1:6 complete all as specified and directed. | |||||
| 7M and L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | |||||
| 8M & L for mild steel round bars(Fe-410- (Gde.E-250)Part- I quality-A or Fe 290 (Gde -E-165) 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips/embedded in concrete complete all as specified and directed. | |||||
| 9S and F of framed work such angles or tees/FI with web and flanges cut to shape,drilled and counter-sunk for screw,incl bending and welding angles,as necessery gusset plates not les than 10mm thick,reveting etc not exc 10 kg each brackets confirming toFe-290 gde-E-165 | |||||
| 10M & L for preparation of new or previously untreated surfaces of steel any description over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed. | |||||
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