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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.7 LAccepted-AOC AT BARIMAL PO HATIBARI PS SUKINDA DIST JAJPUR PIN 755018 | JAJAPUR | ODISHA | 755018 | L1 | Accepted-AOC Being L-1 Bidder | |
| 2 | L2₹49.8 L+₹2.9 L (6.17%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹51.3 L+₹4.4 L (9.38%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹52.0 L+₹5.1 L (10.9%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹52.4 L+₹5.5 L (11.8%)Rejected-Finance | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M/S JAGANNATH SASMAL L2 | M/S SIWALIK AND CO L3 | JPR CONSTRUCTIONS AND ENGINEERS L7 | DHABALESWAR ENGINEERING WORKS L6 | ANIL KUMAR BISWAL L1 | P JAGANNDHARAJU L5 | VIRAN group L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking Gravelled Macadam or Bituminous Macadam surfaces in area n.exc 400 Sqm and exc 50 mm and not exc 100 mm deep complete all as specified and as directed. | 10 | 10 Sqm | 4,200 ₹42,000 | 4,321 ₹43,210 | 1,123 ₹11,230 | 4,431 ₹44,310 | 392 ₹3,920 Lowest | 1,200 ₹12,000 | 4,442 ₹44,420 |
| 2.00 | 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. | 6.85 | 10 Sqm | 3,000 ₹20,550 | 3,087 ₹21,145.95 | 700 ₹4,795 | 3,165 ₹21,680.25 | 3,724 ₹25,509.4 | 600 ₹4,110 Lowest | 3,650 ₹25,002.5 |
| 3.00 | 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. | 155.7 | 10 Sqm | 850 ₹1,32,345 | 875 ₹1,36,237.5 | 8,915 ₹13,88,065.5 | 950 ₹1,47,915 | 539 ₹83,922.3 Lowest | 8,900 ₹13,85,730 | 900 ₹1,40,130 |
| 4.00 | 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. | 97.8 | Cum | 9,500 ₹9,29,100 | 9,775 ₹9,55,995 | 216 ₹21,124.8 Lowest | 10,023 ₹9,80,249.4 | 5,390 ₹5,27,142 | 250 ₹24,450 | 10,049 ₹9,82,792.2 |
| 5.00 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces using heavy duty air compressors to remove all loose dirt etc complete all as specified and as directed. | 199.5 | 10 Sqm | 1,500 ₹2,99,250 | 1,543 ₹3,07,828.5 | 1,523 ₹3,03,838.5 | 1,583 ₹3,15,808.5 | 392 ₹78,204 Lowest | 1,600 ₹3,19,200 | 1,586 ₹3,16,407 |
| 6.00 | M&L for applying evenly a priming/tack coat with bituminous primer @ 05 Kg/10 Sqm over existing surfaces using paving bitumen VG-10 by mechanical sprayer etc complete all as specified and directed. | 43.8 | 10 Sqm | 1,650 ₹72,270 | 1,698 ₹74,372.4 | 3,562 ₹1,56,015.6 | 1,741 ₹76,255.8 | 441 ₹19,315.8 Lowest | 3,500 ₹1,53,300 | 1,850 ₹81,030 |
| 7.00 | M&L for 40mm thick (Consolidated thickness) bituminous premixed Semi Dense Asphaltic Concrete(SDAC) with 5.5% binder content (VG-30) by weight to total mix, Mixed in automatic hot mix plant, laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface complete all as specified and as 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. | 199.5 | Per 10 Sqm | 8,800 ₹17,55,600 | 9,054 ₹18,06,273 | 6,500 ₹12,96,750 Lowest | 9,284 ₹18,52,158 | 8,820 ₹17,59,590 | 6,600 ₹13,16,700 | 8,750 ₹17,45,625 |
| 8.00 | M & L for preparing bituminous surfaces of road and marking 2.0 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. | 92 | Sqm | 1,850 ₹1,70,200 | 1,903 ₹1,75,076 | 3,500 ₹3,22,000 | 1,952 ₹1,79,584 | 588 ₹54,096 Lowest | 3,000 ₹2,76,000 | 2,453 ₹2,25,676 |
| 9.00 | S & F in repair solar cat eye aluminium alloy (100 % water proofing design according to 65) of size 125 mmx125 mmx25 mm (shank 65 mm) of high efficiency Mono rystafie solar panel 2.4V/.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10000 to 18000 mcd completed all as specified and directed | 8 | Each | 3,560 ₹28,480 | 3,663 ₹29,304 | 1,653 ₹13,224 | 3,756 ₹30,048 | 1,862 ₹14,896 | 1,650 ₹13,200 Lowest | 2,856 ₹22,848 |
| 10.00 | S & F in repair 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 complete all as specified and directed | 227 | Each | 350 ₹79,450 | 360 ₹81,720 | 3,500 ₹7,94,500 | 369 ₹83,763 | 608 ₹1,38,016 | 3,550 ₹8,05,850 | 300 ₹68,100 Lowest |
Tender Value
Refer Docs
EMD Value
₹85,500
Closing Date
28 May 2026, 6:00 pmClosed
GARRISION ENGINEER I GOS
GARRISON ENGINEER I GOPALPUR MILITARY STATION PO GOLABANDHA DIST GANJAM ODISHA 761052
SPECIAL REPAIR TO ROADS AND PATHWAY FROM BLDG NO P 541 UPTO AND ADJACENT TO THE LAUNCH PAD AREA UNDER GE (I) GOS
2026_MES_763290_1
GE/GOS/TOK/05 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
₹85,500
13 Aug 2026
4 May 2026
30 May 2026
4 May 2026
28 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking Gravelled Macadam or Bituminous Macadam surfaces in area n.exc 400 Sqm and exc 50 mm and not exc 100 mm deep complete all as specified and as directed. | 10 | 10 Sqm | - | - |
| 2 | 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. | 6.85 | 10 Sqm | - | - |
| 3 | 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. | 155.7 | 10 Sqm | - | - |
| 4 | 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. | 97.8 | Cum | - | - |
| 5 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces using heavy duty air compressors to remove all loose dirt etc complete all as specified and as directed. | 199.5 | 10 Sqm | - | - |
| 6 | M&L for applying evenly a priming/tack coat with bituminous primer @ 05 Kg/10 Sqm over existing surfaces using paving bitumen VG-10 by mechanical sprayer etc complete all as specified and directed. | 43.8 | 10 Sqm | - | - |
| 7 | M&L for 40mm thick (Consolidated thickness) bituminous premixed Semi Dense Asphaltic Concrete(SDAC) with 5.5% binder content (VG-30) by weight to total mix, Mixed in automatic hot mix plant, laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface complete all as specified and as 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. | 199.5 | Per 10 Sqm | - | - |
| 8 | M & L for preparing bituminous surfaces of road and marking 2.0 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. | 92 | Sqm | - | - |
| 9 | S & F in repair solar cat eye aluminium alloy (100 % water proofing design according to 65) of size 125 mmx125 mmx25 mm (shank 65 mm) of high efficiency Mono rystafie solar panel 2.4V/.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10000 to 18000 mcd completed all as specified and directed | 8 | Each | - | - |
| 10 | S & F in repair 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 complete all as specified and directed | 227 | Each | - | - |
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