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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.8 LAccepted-AOC | L1 | Accepted-AOC BEING L-1 BIDDER | |
| 2 | L2₹48.0 L+₹4.1 L (9.33%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹49.1 L+₹5.1 L (11.7%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹49.3 L+₹5.3 L (12.1%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹52.0 L+₹8.1 L (18.5%)Rejected-Finance | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M/S SIWALIK AND CO L2 | R K Traders L1 | JPR CONSTRUCTIONS AND ENGINEERS L7 | DHABALESWAR ENGINEERING WORKS L3 | M/S JAGANNATH SASMAL L6 | M/s M M Engineering Systems L4 | P JAGANNDHARAJU L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L in Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed | 2 | Per X Sqm | 4,108 ₹8,216 | 3,950 ₹7,900 | 4,500 ₹9,000 | 4,232 ₹8,464 | 3,200 ₹6,400 Lowest | 4,211 ₹8,422 | 4,300 ₹8,600 |
| 2.00 | M&L for Preparing existing blacktop surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags or by hand compressor to remove all loose dirt etc.complete all as specified and directed. | 510.2 | Per X Sqm | 468 ₹2,38,773.6 | 450 ₹2,29,590 Lowest | 500 ₹2,55,100 | 482 ₹2,45,916.4 | 850 ₹4,33,670 | 480 ₹2,44,896 | 550 ₹2,80,610 |
| 3.00 | M&L for applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sq metre of paving bitumen complete all as specified and directed. | 510.2 | Per X Sqm | 468 ₹2,38,773.6 | 450 ₹2,29,590 | 500 ₹2,55,100 | 560 ₹2,85,712 | 400 ₹2,04,080 Lowest | 480 ₹2,44,896 | 520 ₹2,65,304 |
| 4.00 | M&L for laying bituminous premix semi dense asphaltic concrete with 5.5% binder content 40mm consolidated thickness by weight of total mix, rolled and compacted to required camber and gradient complete using paving bitumen (VG-30) any penetration (SDAC shall be laid with mechanical paver and rolled with 8-10 Ton tandom power roller) complete all as specified and directed.
Note :- Job Mix formula as per MORTH Specification shall be got done from the accredited Govt's approved lab and cost there on shall be born by the contractor. Bitumen content indicated in description shall be minimum however actual requirement of bitumen binder in plus side shall be as per Job Mix formula. Work shall be executed after approval of Job Mix formula by GE. | 510.2 | Per X Sqm | 5,852 ₹29,85,690.4 | 5,300 ₹27,04,060 Lowest | 6,000 ₹30,61,200 | 6,029 ₹30,75,995.8 | 6,300 ₹32,14,260 | 6,000 ₹30,61,200 | 6,100 ₹31,12,220 |
| 5.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in areas not exc 400 sqm and not exc. 50 mm deep and not exc 150 mm deep complete all as specified | 25.5 | Per X Sqm | 1,200 ₹30,600 Lowest | 1,500 ₹38,250 | 1,300 ₹33,150 | 1,236 ₹31,518 | 1,292 ₹32,946 | 1,230 ₹31,365 | 1,250 ₹31,875 |
| 6.00 | M&L 150 mm thick (compacted thickness) WMM laid in two equal layers each 75mm thick (compacted thickness) using approved stones aggregate of grading -2(90mm to 40 mm ) size, spread, watered rolled and consolidated to required gradient and camber with 8 to 12 tonne power road roller etc complete all as specified & directed. | 25.5 | Per X Sqm | 4,100 ₹1,04,550 Lowest | 4,200 ₹1,07,100 | 4,500 ₹1,14,750 | 4,224 ₹1,07,712 | 4,414 ₹1,12,557 | 4,203 ₹1,07,176.5 | 4,350 ₹1,10,925 |
| 7.00 | M&L Preparing Unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. | 25.5 | Per X Sqm | 850 ₹21,675 | 750 ₹19,125 Lowest | 9,900 ₹2,52,450 | 876 ₹22,338 | 915 ₹23,332.5 | 871 ₹22,210.5 | 9,000 ₹2,29,500 |
| 8.00 | M&L for applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre of paving bitumen (VG-10) complete all as specified and directed. | 25.5 | 10 Sqm | 950 ₹24,225 | 850 ₹21,675 Lowest | 990 ₹25,245 | 1,500 ₹38,250 | 1,568 ₹39,984 | 974 ₹24,837 | 900 ₹22,950 |
| 9.00 | M&L for premixed bituminous macadam with 4% binder paving bitumen (VG-30) content by wt. of total mix laid/ rolled and compacted to required gradient and camber consolidated thickness 75 mm thickness or less, and rolled with power roller 8 to 10 Ton complete all as specified and directed.
Note :- Job Mix formula as per MORTH Specification shall be got done from the accredited Govt's approved lab and cost there on shall be born by the contractor. Bitumen content indicated in description shall be minimum however actual requirement of bitumen binder in plus side shall be as per Job Mix formula. Work shall be executed after approval of Job Mix formula by GE. | 62.45 | Cum | 8,758 ₹5,46,937.1 | 8,500 ₹5,30,825 | 9,000 ₹5,62,050 | 7,500 ₹4,68,375 Lowest | 7,838 ₹4,89,483.1 | 9,000 ₹5,62,050 | 8,500 ₹5,30,825 |
| 10.00 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. | 360 | Each | 360 ₹1,29,600 | 250 ₹90,000 Lowest | 380 ₹1,36,800 | 300 ₹1,08,000 | 314 ₹1,13,040 | 369 ₹1,32,840 | 370 ₹1,33,200 |
Tender Value
Refer Docs
EMD Value
₹82,500
Closing Date
19 May 2026, 6:00 pmClosed
GARRISION ENGINEER I GOS
GARRISON ENGINEER I GOPALPUR MILITARY STATION PO GOLABANDHA DIST GANJAM ODISHA 761052
SPL REPAIR TO ROAD FROM BLDG NO P688 JCO MESS TO BLDG NO 669 /02 BAND LINE OF ARMY AD CENTRE UNDER GE I GOS
2026_MES_762149_1
GE/GOS/TOK/09 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GOS
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
GARRISION ENGINEER I GOS
₹82,500
13 Aug 2026
25 Apr 2026
21 May 2026
25 Apr 2026
19 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L in Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed | 2 | Per X Sqm | - | - |
| 2 | M&L for Preparing existing blacktop surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags or by hand compressor to remove all loose dirt etc.complete all as specified and directed. | 510.2 | Per X Sqm | - | - |
| 3 | M&L for applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sq metre of paving bitumen complete all as specified and directed. | 510.2 | Per X Sqm | - | - |
| 4 | M&L for laying bituminous premix semi dense asphaltic concrete with 5.5% binder content 40mm consolidated thickness by weight of total mix, rolled and compacted to required camber and gradient complete using paving bitumen (VG-30) any penetration (SDAC shall be laid with mechanical paver and rolled with 8-10 Ton tandom power roller) complete all as specified and directed.
Note :- Job Mix formula as per MORTH Specification shall be got done from the accredited Govt's approved lab and cost there on shall be born by the contractor. Bitumen content indicated in description shall be minimum however actual requirement of bitumen binder in plus side shall be as per Job Mix formula. Work shall be executed after approval of Job Mix formula by GE. | 510.2 | Per X Sqm | - | - |
| 5 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in areas not exc 400 sqm and not exc. 50 mm deep and not exc 150 mm deep complete all as specified | 25.5 | Per X Sqm | - | - |
| 6 | M&L 150 mm thick (compacted thickness) WMM laid in two equal layers each 75mm thick (compacted thickness) using approved stones aggregate of grading -2(90mm to 40 mm ) size, spread, watered rolled and consolidated to required gradient and camber with 8 to 12 tonne power road roller etc complete all as specified & directed. | 25.5 | Per X Sqm | - | - |
| 7 | M&L Preparing Unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. | 25.5 | Per X Sqm | - | - |
| 8 | M&L for applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre of paving bitumen (VG-10) complete all as specified and directed. | 25.5 | 10 Sqm | - | - |
| 9 | M&L for premixed bituminous macadam with 4% binder paving bitumen (VG-30) content by wt. of total mix laid/ rolled and compacted to required gradient and camber consolidated thickness 75 mm thickness or less, and rolled with power roller 8 to 10 Ton complete all as specified and directed.
Note :- Job Mix formula as per MORTH Specification shall be got done from the accredited Govt's approved lab and cost there on shall be born by the contractor. Bitumen content indicated in description shall be minimum however actual requirement of bitumen binder in plus side shall be as per Job Mix formula. Work shall be executed after approval of Job Mix formula by GE. | 62.45 | Cum | - | - |
| 10 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. | 360 | Each | - | - |
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