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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | ₹7.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.8 L+₹1.5 L (20.5%)Rejected-Finance WAKURA TEH LAR DISTT GANDERBAL SRINAGAR 191131 J K | GANDERBAL | JAMMU AND KASHMIR | 191131 | ₹8.8 L+₹1.5 L (20.5%) | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹9.1 L+₹1.7 L (23.9%)Rejected-Finance IKHRAJ PORA JAWAHAR NAGAR SRINAGAR KASHMIR | SRINAGAR | JAMMU AND KASHMIR | ₹9.1 L+₹1.7 L (23.9%) | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹9.6 L+₹2.3 L (31.1%)Rejected-Finance VESSU ANANTNAG KASHMIR 192102 | 192102 | ₹9.6 L+₹2.3 L (31.1%) | L4 | Rejected-Finance Other than L1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Being Not enlisted in requisite category i.e. a (v) |
| Sl No | Description | Qty | Unit | M/S SK ATLANTIC ENTERPRISES L3 | MANZOOR AHMAD SHEIKH L2 | SHALIMAR BUILDERS L1 | M/S UNIQUE CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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, 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 exceeding 30mm, complete all as specified and as directed. | 1 | X Sqm | 1,800 ₹1,800 | 1,000 ₹1,000 Lowest | 1,000 ₹1,000 Lowest | 1,000 ₹1,000 Lowest |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and thickness or depth exceeding 50mm but not exceeding 100mm and removing thereof as accounted under credit, complete all as specified and as directed. | 4 | X Sqm | 30 ₹120 Lowest | 100 ₹400 | 30 ₹120 Lowest | 50 ₹200 |
| 3.00 | M&L 75mm thick (Compacted thickness) water bound macadam with crushed course stone aggregates (granite, trap, basalt) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber with using 10 to 12 tonne power roller, complete all as specified and directed. | 4 | X Sqm | 7,500 ₹30,000 | 2,800 ₹11,200 | 2,000 ₹8,000 | 200 ₹800 Lowest |
| 4.00 | M&L preparation of unsurfaced water bound macadam (WBM) by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or mechanical air compressor to remove all loose dirt etc., complete all as specified and directed. | 4 | X Sqm | 100 ₹400 | 250 ₹1,000 | 30 ₹120 Lowest | 50 ₹200 |
| 5.00 | M&L for applying evenly a priming/ tack coat with bituminous primer @ 10 KG/ 10 Sqm of paving bitumen of Grade VG-10, complete all as specified and directed. | 4 | X Sqm | 300 ₹1,200 | 250 ₹1,000 | 400 ₹1,600 | 50 ₹200 Lowest |
| 6.00 | M&L preparation of existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or mechanical air compressor to remove all loose dirt etc., complete all as specified and directed. | 198 | X Sqm | 30 ₹5,940 Lowest | 250 ₹49,500 | 100 ₹19,800 | 60 ₹11,880 |
| 7.00 | M&L for applying evenly a priming/ tack coat with bituminous primer @ 5 KG/ 10 Sqm of paving bitumen of Grade VG-10, complete all as specified and directed. | 198 | X Sqm | 200 ₹39,600 | 250 ₹49,500 | 200 ₹39,600 | 80 ₹15,840 Lowest |
| 8.00 | M&L for premixed bituminuous macadam using 4% binder content of paving bitumen of Grade VG-30 by weight of total mix (consolidated thickness 75mm or less), laying with mechanical paver and rolled and compacted to required camber and gradient with 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. 60.00 Per KG of bitumen. | 8 | Cum | 7,500 ₹60,000 | 6,500 ₹52,000 | 4,500 ₹36,000 Lowest | 8,500 ₹68,000 |
| 9.00 | M&L for bituminous premix asphaltic semi dense concrete (SDAC) 30mm 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 with 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 NABL 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. 60.00 Per Kg of bitumen. | 198 | X Sqm | 3,250 ₹6,43,500 | 2,800 ₹5,54,400 | 2,750 ₹5,44,500 Lowest | 3,560 ₹7,04,880 |
| 10.00 | M&L for painting lines, dashes, arrows, letters etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow, complete all as specifeid and directed. | 198 | Sqm | 550 ₹1,08,900 | 450 ₹89,100 | 250 ₹49,500 Lowest | 450 ₹89,100 |
Tender Value
₹8.3 L
EMD Value
₹16,680
Closing Date
26 Jul 2025, 6:00 pmClosed
Cdr, HQ 134 Wks Engrs
HQ 134 Wks Engrs PIN 914134 C/o 56 APO
RESURFACING AND REPAIR TO POT HOLES, ROAD MARKING PAINT, SIDE BERMS AND ROAD FURNITURE AT HAFT CHINAR UNDER GE 970 EWS
2025_MES_710774_2
134WE-29(T)/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
GE 970 EWS
As per Tender Documents
8 documents required · 8 mandatory
₹500
GE 970 EWS
₹16,680
6 Aug 2025
3 Jul 2025
28 Jul 2025
3 Jul 2025
26 Jul 2025
12 Jul 2025
3 Jul 2025 - 10 Jul 2025
Amount
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, 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 exceeding 30mm, complete all as specified and as directed.
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and thickness or depth exceeding 50mm but not exceeding 100mm and removing thereof as accounted under credit, complete all as specified and as directed.
M&L 75mm thick (Compacted thickness) water bound macadam with crushed course stone aggregates (granite, trap, basalt) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber with using 10 to 12 tonne power roller, complete all as specified and directed.
M&L preparation of unsurfaced water bound macadam (WBM) by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or mechanical air compressor to remove all loose dirt etc., complete all as specified and directed.
M&L for applying evenly a priming/ tack coat with bituminous primer @ 10 KG/ 10 Sqm of paving bitumen of Grade VG-10, complete all as specified and directed.
M&L preparation of existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or mechanical air compressor to remove all loose dirt etc., complete all as specified and directed.
M&L for applying evenly a priming/ tack coat with bituminous primer @ 5 KG/ 10 Sqm of paving bitumen of Grade VG-10, complete all as specified and directed.
M&L for premixed bituminuous macadam using 4% binder content of paving bitumen of Grade VG-30 by weight of total mix (consolidated thickness 75mm or less), laying with mechanical paver and rolled and compacted to required camber and gradient with 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. 60.00 Per KG of bitumen.
M&L for bituminous premix asphaltic semi dense concrete (SDAC) 30mm 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 with 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 NABL 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. 60.00 Per Kg of bitumen.
M&L for painting lines, dashes, arrows, letters etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow, complete all as specifeid and directed.
Supply and fixing in repairs metal tubular delineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflective relectors made out of PMMA mounted on 45/50 mm dia mild steel pipe of 600mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector or radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B-1, complete all as specified and directed.
Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mmx100mmx2020mm with PAMA striplens reflector of model No DA972 fixed with and including MS stud of suitable size as per manufacturer's instructions complete all as specified and directed.
Notes :- An amount of Rs. 2740.00 on account of Credit Schedule for Schedule 'A' Part-II shall be deducted from total quoted amount of BOQ to arrive at the contract sum.
MANZOOR AHMAD SHEIKH (BID ID -3363683)
M/S SK ATLANTIC ENTERPRISES (BID ID -3372698)
M/S UNIQUE CONSTRUCTION (BID ID -3364644)
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