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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹1.4 Cr+₹72,571 (0.51%)Rejected-Finance 3RD FLOOR STAR ENCLAVE GNB ROAD PAN BAZAR GUWAHATI 781001 | GUWAHATI | KAMRUP METRO | ASSAM | 781001 | L2 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 3 | L3₹1.5 Cr+₹11.2 L (7.86%)Rejected-Finance LOONPURIA GAON AT ROAD PANITOLA PO PANITOLA 786183 DIST TINSUKIA ASSAM | TINSUKIA | ASSAM | 786183 | L3 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 4 | L4₹1.6 Cr+₹20.6 L (14.4%)Rejected-Finance BALUGADA SABJIBARI P O SUKHAN PUKHURI P S TINSUKIA DISTRICT TINSUKIA ASSAM 786146 | SUKHAN PUKHURI | TINSUKIA | ASSAM | 786146 | L4 | Rejected-Finance NOT THE LOWEST BIDDER | |
| 5 | Rejected-Technical | - | Rejected-Technical REJECT DUE TO NOT ENLISTED IN REQUISITE CLASS I.E. CLASS B |
| Sl No | Description | Qty | Unit | M/S A K BROTHERS L3 | CHETIA CONSTRUCTION L1 | saitraders L2 | M/s SRI RAM SWARUP YADAV L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, n.exc 50mm deep removing and depositing to low lying area all as specified. | 162 | 10 Sqm | 146 ₹23,652 Lowest | 220 ₹35,640 | 300 ₹48,600 | 154 ₹24,948 |
| 2.00 | Laying and compacting 75mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and cxonsolidating to required gradient and camber complete all as specified and directred. | 162 | 10 Sqm | 3,139 ₹5,08,518 Lowest | 4,200 ₹6,80,400 | 3,500 ₹5,67,000 | 3,332 ₹5,39,784 |
| 3.00 | M&L for premix bituminous, macadam with 4.5% binder (paving bitumen ) laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directred. | 27 | Cum | 13,081 ₹3,53,187 | 8,915 ₹2,40,705 Lowest | 14,500 ₹3,91,500 | 13,890 ₹3,75,030 |
| 4.00 | M&L for preparing unsurfaced Wet Mix 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. all as specified and directed by Engineer-in-Charge. | 162 | 10 Sqm | 104 ₹16,848 Lowest | 250 ₹40,500 | 300 ₹48,600 | 109 ₹17,658 |
| 5.00 | M&L for preparing black top 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. all as specified and directed by Engineer-in-Charge. | 1,309 | 10 Sqm | 125 ₹1,63,625 Lowest | 216 ₹2,82,744 | 300 ₹3,92,700 | 131 ₹1,71,479 |
| 6.00 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at Per 10 Kg/XSqm all as specified and directed by Engineer-in-Charge. | 162 | 10 Sqm | 1,151 ₹1,86,462 | 860 ₹1,39,320 | 780 ₹1,26,360 Lowest | 1,220 ₹1,97,640 |
| 7.00 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at Per 5 Kg/XSqm all as specified and directed by Engineer-in-Charge. | 1,309 | 10 Sqm | 648 ₹8,48,232 | 650 ₹8,50,850 | 400 ₹5,23,600 Lowest | 687 ₹8,99,283 |
| 8.00 | M&L for Bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient using paving bitumen any penetration complete all as specified and directed | 1,351 | 10 Sqm | 8,162 ₹1,10,26,862 | 7,150 ₹96,59,650 Lowest | 7,800 ₹1,05,37,800 | 8,666 ₹1,17,07,766 |
| 9.00 | Repair to potholes, any depth, not exc. 1.00 Sqm 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 applying tack coat @5 Kg/ X sqm, putting in premixed bituminous macadam , well rammed and sealed with binder (paving bitumen VG-30) 9.80 Kg per /10 Sqm.blinded with 0.09 cum of stone chippings @ 6.03mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exceeding 30 mm complete all as specified and directed. | 8 | 10 Sqm | 5,023 ₹40,184 | 2,950 ₹23,600 Lowest | 4,000 ₹32,000 | 5,333 ₹42,664 |
| 10.00 | Supply and fixing cat eye solar reflective type of metal body alloy aof 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 | 305 | Each | 732 ₹2,23,260 | 850 ₹2,59,250 | 550 ₹1,67,750 Lowest | 776 ₹2,36,680 |
Tender Value
₹1.4 Cr
EMD Value
₹2.1 L
Closing Date
9 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE DINJAN
COMMANDER WORKS ENGINEER DINJAN
SPL REPAIR OF INTERNAL ROADS MINOR CONNECTED ROADS AND RD FURNITURE IN AOR OF AGE BR II UNDER GE DINJAN
2026_MES_780446_2
84581/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE DINJAN
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹1,000
GE DINJAN
₹2.1 L
Yes
3 Nov 2026
21 Aug 2026
16 Sept 2026
21 Aug 2026
9 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, n.exc 50mm deep removing and depositing to low lying area all as specified. | 162 | 10 Sqm | - | - |
| 2 | Laying and compacting 75mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and cxonsolidating to required gradient and camber complete all as specified and directred. | 162 | 10 Sqm | - | - |
| 3 | M&L for premix bituminous, macadam with 4.5% binder (paving bitumen ) laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directred. | 27 | Cum | - | - |
| 4 | M&L for preparing unsurfaced Wet Mix 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. all as specified and directed by Engineer-in-Charge. | 162 | 10 Sqm | - | - |
| 5 | M&L for preparing black top 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. all as specified and directed by Engineer-in-Charge. | 1,309 | 10 Sqm | - | - |
| 6 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at Per 10 Kg/XSqm all as specified and directed by Engineer-in-Charge. | 162 | 10 Sqm | - | - |
| 7 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at Per 5 Kg/XSqm all as specified and directed by Engineer-in-Charge. | 1,309 | 10 Sqm | - | - |
| 8 | M&L for Bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient using paving bitumen any penetration complete all as specified and directed | 1,351 | 10 Sqm | - | - |
| 9 | Repair to potholes, any depth, not exc. 1.00 Sqm 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 applying tack coat @5 Kg/ X sqm, putting in premixed bituminous macadam , well rammed and sealed with binder (paving bitumen VG-30) 9.80 Kg per /10 Sqm.blinded with 0.09 cum of stone chippings @ 6.03mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exceeding 30 mm complete all as specified and directed. | 8 | 10 Sqm | - | - |
| 10 | Supply and fixing cat eye solar reflective type of metal body alloy aof 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 | 305 | Each | - | - |
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