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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-Finance | L1 | Accepted-Finance Being L-1 Bidder | |
| 2 | L2₹37.7 L+₹5.1 L (15.8%)Rejected-Finance | L2 | Rejected-Finance Being Other than L-1 Bidder | |
| 3 | L3₹37.9 L+₹5.3 L (16.4%)Rejected-Finance | L3 | Rejected-Finance Being Other than L-1 Bidder | |
| 4 | L4₹38.1 L+₹5.5 L (17.0%)Rejected-Finance | L4 | Rejected-Finance Being Other than L-1 Bidder | |
| 5 | L5₹39.5 L+₹6.9 L (21.1%)Rejected-Finance | L5 | Rejected-Finance Being Other than L-1 Bidder |
| Sl No | Description | Qty | Unit | M/S SIWALIK AND CO L8 | M/S JAGANNATH SASMAL L3 | M/s M M Engineering Systems L4 | DHABALESWAR ENGINEERING WORKS L6 | R K Traders L1 | JPR CONSTRUCTIONS AND ENGINEERS L2 | VIRAN group L7 | 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 | 1 | X Sqm | 2,500 ₹2,500 | 2,000 ₹2,000 Lowest | 3,500 ₹3,500 | 2,890 ₹2,890 | 2,500 ₹2,500 | 3,500 ₹3,500 | 2,600 ₹2,600 | 4,000 ₹4,000 |
| 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. | 205.65 | X Sqm | 650 ₹1,33,672.5 | 750 ₹1,54,237.5 | 700 ₹1,43,955 | 590 ₹1,21,333.5 | 600 ₹1,23,390 | 680 ₹1,39,842 | 550 ₹1,13,107.5 Lowest | 700 ₹1,43,955 |
| 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. | 205.65 | X Sqm | 1,500 ₹3,08,475 | 500 ₹1,02,825 Lowest | 700 ₹1,43,955 | 540 ₹1,11,051 | 550 ₹1,13,107.5 | 650 ₹1,33,672.5 | 500 ₹1,02,825 Lowest | 700 ₹1,43,955 |
| 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. | 205.65 | X Sqm | 7,500 ₹15,42,375 | 6,900 ₹14,18,985 | 7,000 ₹14,39,550 | 7,800 ₹16,04,070 | 5,600 ₹11,51,640 Lowest | 6,990 ₹14,37,493.5 | 8,500 ₹17,48,025 | 7,000 ₹14,39,550 |
| 5.00 | 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. | 37.25 | Cum | 8,500 ₹3,16,625 | 7,700 ₹2,86,825 | 7,300 ₹2,71,925 Lowest | 9,890 ₹3,68,402.5 | 7,600 ₹2,83,100 | 7,300 ₹2,71,925 Lowest | 8,500 ₹3,16,625 | 7,500 ₹2,79,375 |
| 6.00 | 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. | 559 | Each | 350 ₹1,95,650 | 230 ₹1,28,570 | 350 ₹1,95,650 | 350 ₹1,95,650 | 250 ₹1,39,750 | 350 ₹1,95,650 | 200 ₹1,11,800 Lowest | 450 ₹2,51,550 |
| 7.00 | M & L for preparing bituminous surfaces of road and marking 2 mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 116.5 | Sqm | 1,500 ₹1,74,750 | 690 ₹80,385 | 750 ₹87,375 | 650 ₹75,725 Lowest | 700 ₹81,550 | 720 ₹83,880 | 850 ₹99,025 | 800 ₹93,200 |
| 8.00 | S&F in repair Road safety poly carbonate convex mirror 100cm dia encased in ABS materials, orange colour for outdoor installation including 3.0m long and 75mm dia MS pipe as stand, fixed to ABS frame with proper fixing arrangement (Stand painting with two coats of synthetic enamel paint over one coat of red oxide primer fixed on ground in PCC block of size 45x45x50cm of PCC 1:2:4 type B-1 (Using 20mm graded crushed stone aggregate) and including necessary excavation earth work and removal of soil to a distance n. exc. 50m complete all as specified and as directed. | 2 | Each | 9,000 ₹18,000 Lowest | 11,500 ₹23,000 | 10,500 ₹21,000 | 12,451 ₹24,902 | 11,000 ₹22,000 | 10,500 ₹21,000 | 14,000 ₹28,000 | 11,000 ₹22,000 |
| 9.00 | Surface excavation n.exc 30 cm deep and getting out in Soft/loose soil. | 536.4 | Sqm | 55 ₹29,502 | 25 ₹13,410 Lowest | 30 ₹16,092 | 40 ₹21,456 | 30 ₹16,092 | 28 ₹15,019.2 | 35 ₹18,774 | 30 ₹16,092 |
| 10.00 | M&L Hard core of gauge n.exc 63 mm, deposited, spread, levelled in layers not exc 15 cm thick, watered and well rammed to a true surface. | 72.1 | Cum | 2,500 ₹1,80,250 Lowest | 3,950 ₹2,84,795 | 3,200 ₹2,30,720 | 3,560 ₹2,56,676 | 3,300 ₹2,37,930 | 3,280 ₹2,36,488 | 3,200 ₹2,30,720 | 3,500 ₹2,52,350 |
Tender Value
Refer Docs
EMD Value
₹61,000
Closing Date
15 Jun 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 DESALINATION PT TO ASSAULT COURSE OF ARMY AD CENTRE UNDER GE (I) GOS
2026_MES_766960_1
GE/GOS/TOK/03 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
₹61,000
14 Jul 2026
21 May 2026
17 Jun 2026
21 May 2026
15 Jun 2026
6 Jun 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 | 1 | 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. | 205.65 | 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. | 205.65 | 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. | 205.65 | X Sqm | - | - |
| 5 | 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. | 37.25 | Cum | - | - |
| 6 | 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. | 559 | Each | - | - |
| 7 | M & L for preparing bituminous surfaces of road and marking 2 mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 116.5 | Sqm | - | - |
| 8 | S&F in repair Road safety poly carbonate convex mirror 100cm dia encased in ABS materials, orange colour for outdoor installation including 3.0m long and 75mm dia MS pipe as stand, fixed to ABS frame with proper fixing arrangement (Stand painting with two coats of synthetic enamel paint over one coat of red oxide primer fixed on ground in PCC block of size 45x45x50cm of PCC 1:2:4 type B-1 (Using 20mm graded crushed stone aggregate) and including necessary excavation earth work and removal of soil to a distance n. exc. 50m complete all as specified and as directed. | 2 | Each | - | - |
| 9 | Surface excavation n.exc 30 cm deep and getting out in Soft/loose soil. | 536.4 | Sqm | - | - |
| 10 | M&L Hard core of gauge n.exc 63 mm, deposited, spread, levelled in layers not exc 15 cm thick, watered and well rammed to a true surface. | 72.1 | Cum | - | - |
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