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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.0 LAccepted-AOC NAMSAI CO OPERATIVE COMPLEX TINALI NAMSAI LOHIT DIST LOHIT ARUNACHAL PRADESH 792103 | NAMSAI | LOHIT | ARUNACHAL PRADESH | 792103 | ₹65.0 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹67.1 LRejected-Finance | ₹67.1 L | L2 | Rejected-Finance NOT THE LOWEST BIDDER |
| 3 | Rejected-Technical VILL LATHO PO PS NAMSAI DIST NAMSAI ARUNACHAL PRADESH 792103 | NAMSAI | NAMSAI | ARUNACHAL PRADESH | 792103 | - | - | Rejected-Technical REJECT DUE TO ESIC NOT SUBMITTED |
| Sl No | Description | Qty | Unit | M/s SRI RAM SWARUP YADAV L2 | M/S KHAMHOO ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth exceeding 50 mm but not exceeding 100 mm complete all as specified and as directed. | 480 | 10 Sqm | 350 ₹1.7 L | 400 ₹1.9 L |
| 2.00 | M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 40 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed. | 480 | 10 Sqm | 3,600 ₹17.3 L | 2,700 ₹13.0 L |
| 3.00 | 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. complete all as specified and as directed. | 480 | 10 Sqm | 350 ₹1.7 L | 400 ₹1.9 L |
| 4.00 | M & L for applying evenly a priming coat with bituminous primer (paving grade bitumen VG-10 grade) @ 10 kg per 10 sq metres complete all as specified & as directed. | 480 | 10 Sqm | 780 ₹3.7 L | 600 ₹2.9 L |
| 5.00 | M & L for bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime/cement(OPC-43 Grade) filler, rolled and compacted to required camber and gradient complete all as specified and as directed.
Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹60 per kg. No claim whatsoever shall be made for adjustment in plus side. | 480 | 10 Sqm | 6,850 ₹32.9 L | 7,000 ₹33.6 L |
| 6.00 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc complete all as specified and as directed. | 100 | Each | 2,200 ₹2.2 L | 2,500 ₹2.5 L |
| 7.00 | M & L for preparing bituminous surfaces of road and marking 2.5mm 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 | 250 | 10 RM | 670 ₹1.7 L | 600 ₹1.5 L |
| 8.00 | Providing and laying at or near ground level factory made kerb stone of any size, top bullnosed shape, made of M-25 (Design Mix) grade cement concrete, in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed. | 74 | Cum | 8,000 ₹5.9 L | 10,500 ₹7.8 L |
Updated dates
Tender Value
₹68 L
EMD Value
₹1.3 L
Closing Date
20 Dec 2025, 6:00 pmClosed
CWE DINJAN
COMMANDER WORKS ENGINEER DINJAN
SPL REPAIR OF BLACK TOP ROAD AT TEZU UNDER GE P LOHITPUR
2025_MES_739420_1
84512/E8
Open Tender
Civil Works - Roads
180 days
GE (P) Lohitpur
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹1,000
GE (P) Lohitpur
₹1.3 L
Yes
28 Mar 2026
12 Nov 2025
27 Dec 2025
12 Nov 2025
20 Dec 2025
3 Dec 2025
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth exceeding 50 mm but not exceeding 100 mm complete all as specified and as directed.
M & L for 7.5 cm thick (compacted thickness) WBM, with coarse aggregates of lime stone, sand stone, flint or quartzite of grading 2 (63 to 40 mm size) or of grading 3 (53 to 22.4 mm size), spread, rolled and compacted to required gradient and camber with three wheel-power roller of 80 to 100 kN capacity or an equivalent vibratory roller complete all as specified and as directed.
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. complete all as specified and as directed.
M & L for applying evenly a priming coat with bituminous primer (paving grade bitumen VG-10 grade) @ 10 kg per 10 sq metres complete all as specified & as directed.
M & L for bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime/cement(OPC-43 Grade) filler, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹60 per kg. No claim whatsoever shall be made for adjustment in plus side.
Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc complete all as specified and as directed.
M & L for preparing bituminous surfaces of road and marking 2.5mm 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
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