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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.3 LAdmitted-Finance WAKURA TEH LAR DISTT GANDERBAL SRINAGAR 191131 J K | GANDERBAL | JAMMU AND KASHMIR | 191131 | ₹60.3 L | L1 | Admitted-Finance |
| 2 | L2₹61.9 LAdmitted-Finance VESSU ANANTNAG KASHMIR 192102 | ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192102 | ₹61.9 L | L2 | Admitted-Finance |
| 3 | L3₹61.9 LAdmitted-Finance BANPUR BATWARA SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | ₹61.9 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MANZOOR AHMAD SHEIKH L1 | M/S UNIQUE CONSTRUCTIONS L2 | M/S SUHEEL CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bag or mechanical air compressor to remove loose dirt etc, complete all as specified and directed. | 1,067 | 10 Sqm | 50 ₹53,350 | 20 ₹21,340 | 10 ₹10,670 Lowest |
| 2.00 | M&L applying evenly a priming/ tack coat an existing black top surfaces with bituminous primer @ 05 Kg per 10Sqm of paving bitumen of grade VG-10, complete all as specified and directed. | 1,067 | 10 Sqm | 150 ₹1,60,050 | 20 ₹21,340 Lowest | 150 ₹1,60,050 |
| 3.00 | Scarifying or picking gravelled macadem or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100mm deep with and including removing and stacking the excavated material accounted thereof under credit, complete all as specified and directed. | 45 | 10 Sqm | 100 ₹4,500 | 20 ₹900 Lowest | 30 ₹1,350 |
| 4.00 | M&L applying evenly a priming/ tack coat on prepared WBM surface with bituminous primer @ 10Kg per 10Sqm using paving bitumen of grade VG-10 complete all as specified and directed. | 45 | 10 Sqm | 140 ₹6,300 | 50 ₹2,250 Lowest | 400 ₹18,000 |
| 5.00 | M&L Premix bituminous, macadam with paving bitumen binder content of paving bitumen of grade VG-30 not less than 4% by weight of total mix (the exact quantity of binder shall be determined by design mix by Marshal method) laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using 10 to 12 Tonne power roller, complete all as specified and directed.
Notes :-
(a) Premixed Bituminuous Macadam 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.
(b) The exact bitumen content required shall be determined follwing the 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 due to variation in quantity of bitumen if any shall be priced at the rate of Rs. 80.00 Per KG of bitumen. | 33.75 | Cum | 7,000 ₹2,36,250 | 6,000 ₹2,02,500 Lowest | 7,000 ₹2,36,250 |
| 6.00 | M&L bituminous premix asphaltic semi dense concrete (SDAC) 40mm thick (consolidated thickness) with 5.5% binder content of paving bitumen of grade VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 10 to 12 tonne power roller and laying with mechanical paver, complete all as specified and directed.
Notes :-
(a) Bituminous premix semi dense asphaltic concrete shall be prepared in central computerised hot mix plant.
(b) Design mix shall be got done by the contractor at his own expenses from Govt/NABL approved laboratory as decided by GE.
(c) Contractor shall quote his rates by considereing binder contents @ 5.5% of total mix by weight, however in case of any variation in weight of binder contents on lower side as per actual mix design, the same shall be ajusted @ Rs. 80.00 Per Kg of bitumen. | 1,020 | 10 Sqm | 4,200 ₹42,84,000 Lowest | 4,800 ₹48,96,000 | 4,400 ₹44,88,000 |
| 7.00 | M&L repair to potholes, area not exceeding 1.0 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming and applying a tack coat with bituminous primer @ 5 Kg per 10 Sqm of paving bitumen of Grade VG-10, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm using paving bitumen of grade VG-30, binded with 0.09 Cum of stone chippings 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes not exceeding 30mm, complete all as specified and as directed. | 2 | 10 Sqm | 1,000 ₹2,000 | 100 ₹200 Lowest | 1,500 ₹3,000 |
| 8.00 | M&L preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 15cm 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 manufacturer's instructions including traffic diversion arrangement complete all as specified and directed. | 970 | Sqm | 495 ₹4,80,150 | 400 ₹3,88,000 Lowest | 550 ₹5,33,500 |
| 9.00 | S&F in repairs solar cat eye aluminium 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/1600 MA) consisting of super bright LED with 10000 to 18000 mcd complete all as specified and directed. | 25 | Each | 900 ₹22,500 | 300 ₹7,500 Lowest | 900 ₹22,500 |
| 10.00 | S&F in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector or model No DA 978.0 fixed with and including MS stud of suitable size as per manufacturer's instructions complete all as specified and directed. | 200 | Each | 700 ₹1,40,000 | 600 ₹1,20,000 | 200 ₹40,000 Lowest |
Tender Value
₹62.8 L
EMD Value
₹1.2 L
Closing Date
12 Aug 2026, 6:00 pmClosed
Col Gaurav Kinha CWE
HQ 134 WE C/o 56 APO PIN-914134
Repair resurfacing of certain roads at Khunmoh Awantipur Khreuh and Sher E Shali Garrison under GE 861 EWS
2026_MES_777270_1
134WE-41(T)/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
GE 861 EWS
As per tender documents
8 documents required · 8 mandatory
₹1,000
GE 861 EWS
₹1.2 L
14 Aug 2026
8 Jul 2026
14 Aug 2026
8 Jul 2026
12 Aug 2026
29 Jul 2026
8 Jul 2026 - 14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bag or mechanical air compressor to remove loose dirt etc, complete all as specified and directed. | 1,067 | 10 Sqm | - | - |
| 2 | M&L applying evenly a priming/ tack coat an existing black top surfaces with bituminous primer @ 05 Kg per 10Sqm of paving bitumen of grade VG-10, complete all as specified and directed. | 1,067 | 10 Sqm | - | - |
| 3 | Scarifying or picking gravelled macadem or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100mm deep with and including removing and stacking the excavated material accounted thereof under credit, complete all as specified and directed. | 45 | 10 Sqm | - | - |
| 4 | M&L applying evenly a priming/ tack coat on prepared WBM surface with bituminous primer @ 10Kg per 10Sqm using paving bitumen of grade VG-10 complete all as specified and directed. | 45 | 10 Sqm | - | - |
| 5 | M&L Premix bituminous, macadam with paving bitumen binder content of paving bitumen of grade VG-30 not less than 4% by weight of total mix (the exact quantity of binder shall be determined by design mix by Marshal method) laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using 10 to 12 Tonne power roller, complete all as specified and directed.
Notes :-
(a) Premixed Bituminuous Macadam 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.
(b) The exact bitumen content required shall be determined follwing the 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 due to variation in quantity of bitumen if any shall be priced at the rate of Rs. 80.00 Per KG of bitumen. | 33.75 | Cum | - | - |
| 6 | M&L bituminous premix asphaltic semi dense concrete (SDAC) 40mm thick (consolidated thickness) with 5.5% binder content of paving bitumen of grade VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 10 to 12 tonne power roller and laying with mechanical paver, complete all as specified and directed.
Notes :-
(a) Bituminous premix semi dense asphaltic concrete shall be prepared in central computerised hot mix plant.
(b) Design mix shall be got done by the contractor at his own expenses from Govt/NABL approved laboratory as decided by GE.
(c) Contractor shall quote his rates by considereing binder contents @ 5.5% of total mix by weight, however in case of any variation in weight of binder contents on lower side as per actual mix design, the same shall be ajusted @ Rs. 80.00 Per Kg of bitumen. | 1,020 | 10 Sqm | - | - |
| 7 | M&L repair to potholes, area not exceeding 1.0 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming and applying a tack coat with bituminous primer @ 5 Kg per 10 Sqm of paving bitumen of Grade VG-10, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm using paving bitumen of grade VG-30, binded with 0.09 Cum of stone chippings 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes not exceeding 30mm, complete all as specified and as directed. | 2 | 10 Sqm | - | - |
| 8 | M&L preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not exceeding 15cm 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 manufacturer's instructions including traffic diversion arrangement complete all as specified and directed. | 970 | Sqm | - | - |
| 9 | S&F in repairs solar cat eye aluminium 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/1600 MA) consisting of super bright LED with 10000 to 18000 mcd complete all as specified and directed. | 25 | Each | - | - |
| 10 | S&F in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector or model No DA 978.0 fixed with and including MS stud of suitable size as per manufacturer's instructions complete all as specified and directed. | 200 | Each | - | - |
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