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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₹40.7 LAccepted-AOC WAKURA TEH LAR DISTT GANDERBAL SRINAGAR 191131 J K | GANDERBAL | JAMMU AND KASHMIR | 191131 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹42.0 L+₹1.3 L (3.26%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹44.9 L+₹4.2 L (10.4%)Rejected-Finance VESSU ANANTNAG KASHMIR 192102 | 192102 | L3 | Rejected-Finance Other than L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected due to two class below | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected as firm is unenlisted and does no fulfilled criteria as per NIT for unenlisted contractor |
| Sl No | Description | Qty | Unit | MANZOOR AHMAD SHEIKH L1 | M/S BASHIR AND SONS L2 | M/S UNIQUE CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L preparing WBM 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 and applying evenly a priming/ tack coat with bituminious primer @ 10 kg per ten Sqm of paving bitumen VG-10, complete all as specified and directed. | 342 | X Sqm | 1,600 ₹5,47,200 | 75 ₹25,650 Lowest | 100 ₹34,200 |
| 2.00 | M&L Premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen of grade VG-30 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. 60.00 Per KG of bitumen. | 137 | Cum | 6,700 ₹9,17,900 | 6,000 ₹8,22,000 Lowest | 6,000 ₹8,22,000 Lowest |
| 3.00 | 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 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.
(d) The SDAC will be provided on existing road also. | 342 | X Sqm | 3,150 ₹10,77,300 Lowest | 3,500 ₹11,97,000 | 3,300 ₹11,28,600 |
| 4.00 | M&L 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 bags to remove all loose dirt etc and applying evenly a priming/ tack coat with bituminious primer @ 5 kg per ten Sqm of paving bitumen VG-10, complete all as specified and directed. | 360 | X Sqm | 150 ₹54,000 Lowest | 250 ₹90,000 | 200 ₹72,000 |
| 5.00 | M&L 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 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.
(d) The SDAC will be provided on existing road also. | 360 | X Sqm | 2,950 ₹10,62,000 Lowest | 3,400 ₹12,24,000 | 3,300 ₹11,88,000 |
| 6.00 | M&L preparing bituminous surfaces of road and marking 2.5mm thick not exceeding 10 cm wide on edge line, centre line, stop line etc on roads as per IRC pattern with thermoplastic paint of approved quality and made with 8% glass beads laid on the road surface at temperature 160 degree centigrade with special applicator machine with and including traffic diverson arrangement, complete all as specified and directed. | 3,900 | RM | 90 ₹3,51,000 Lowest | 200 ₹7,80,000 | 300 ₹11,70,000 |
| 7.00 | S&F metal tubular dealineator made out of ABS round body fitted with 02 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/ 50mm dia mild steel pipe of 600mm height duly power coated and thermo plastic elastomer 3 bands of green, red and yellow reflector tape of 25 mm wide strips with anti theft steel net for reflector protection embedding in PCC 1:2:4 (150x150x300mm) type B-1 (using 20mm graded crushed stone aggregate) complete all as specified and directed. | 20 | Each | 900 ₹18,000 Lowest | 900 ₹18,000 Lowest | 2,500 ₹50,000 |
| 8.00 | S&F cat eye 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 including MS stud of suitable size as per manufacturers instructions complete all as specified and directed. | 32 | Each | 800 ₹25,600 | 1,000 ₹32,000 | 250 ₹8,000 Lowest |
| 9.00 | Supply and fixing 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/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufacturers instructions etc complete all as specified and directed | 10 | Each | 1,500 ₹15,000 | 1,200 ₹12,000 Lowest | 1,850 ₹18,500 |
| 10.00Notes :- An amount of Rs. 1,840.00 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. | ||||||
Tender Value
₹61.4 L
EMD Value
₹1.2 L
Closing Date
9 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Cdr, HQ 134 Wks Engrs
HQ 134 Wks Engrs PIN - 913970 C/o 56 APO
REPAIR AND RESURFACING OF OLD EXISTING ROAD SURFACE AND ROAD FURNITURE AT JAK LI RC UNDER GE 970 EWS
2025_MES_719995_1
134 WE-42(T)/2025-26
Open Tender
Civil Works - Roads
Item Rate
150 days
GE 970 EWS
As per Tender Documents
9 documents required · 9 mandatory
₹1,000
GE 970 EWS
₹1.2 L
29 Aug 2025
11 Jul 2025
11 Aug 2025
11 Jul 2025
9 Aug 2025
25 Jul 2025
11 Jul 2025 - 19 Jul 2025
Amount
M&L preparing WBM 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 and applying evenly a priming/ tack coat with bituminious primer @ 10 kg per ten Sqm of paving bitumen VG-10, complete all as specified and directed.
M&L Premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen of grade VG-30 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. 60.00 Per KG of bitumen.
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 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. (d) The SDAC will be provided on existing road also.
M&L 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 bags to remove all loose dirt etc and applying evenly a priming/ tack coat with bituminious primer @ 5 kg per ten Sqm of paving bitumen VG-10, complete all as specified and directed.
M&L 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 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. (d) The SDAC will be provided on existing road also.
M&L preparing bituminous surfaces of road and marking 2.5mm thick not exceeding 10 cm wide on edge line, centre line, stop line etc on roads as per IRC pattern with thermoplastic paint of approved quality and made with 8% glass beads laid on the road surface at temperature 160 degree centigrade with special applicator machine with and including traffic diverson arrangement, complete all as specified and directed.
S&F metal tubular dealineator made out of ABS round body fitted with 02 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/ 50mm dia mild steel pipe of 600mm height duly power coated and thermo plastic elastomer 3 bands of green, red and yellow reflector tape of 25 mm wide strips with anti theft steel net for reflector protection embedding in PCC 1:2:4 (150x150x300mm) type B-1 (using 20mm graded crushed stone aggregate) complete all as specified and directed.
S&F cat eye 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 including MS stud of suitable size as per manufacturers instructions complete all as specified and directed.
Supply and fixing 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/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufacturers instructions etc complete all as specified and directed
Notes :- An amount of Rs. 1,840.00 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.
M/S BASHIR AND SONS (BID ID -3381039)
M/S UNIQUE CONSTRUCTION (BID ID -3380719)
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