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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₹20.4 LAccepted-AOC RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | L1 | Accepted-AOC AOC Carried out on 16 Jan 26 | |
| 2 | L2₹24.0 L+₹3.5 L (17.4%)Rejected-Finance 401 SHASTRI NAGAR JAMMU 180004 | JAMMU | JAMMU | JAMMU AND KASHMIR | 180004 | L2 | Rejected-Finance Other than lowest bidder. | |
| 3 | L3₹28.9 L+₹8.4 L (41.4%)Rejected-Finance H NO 352 SECTOR 1 CHANNI HIMMAT JAMMU J K 180015 | JAMMU | JAMMU AND KASHMIR | 180015 | L3 | Rejected-Finance Other than lowest bidder. | |
| 4 | L4₹31.9 L+₹11.5 L (56.5%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L4 | Rejected-Finance Other than lowest bidder. | |
| 5 | L5₹34.4 L+₹14.0 L (68.8%)Rejected-Finance 180 SECTOR 1 CHANNI HIMMAT CHANNI HIMMAT JAMMU JAMMU JAMMU AND KASHMIR 180015 UDYAM JK 07 0006292 | JAMMU | JAMMU AND KASHMIR | 180015 | L5 | Rejected-Finance Other than lowest bidder. |
| Sl No | Description | Qty | Unit | Tawi Constructions L5 | M/S ARUN ANAND L3 | M/S Shesh Paul Gupta L6 | DES RAJ NAGPAL CONTRACTORS PVT.LTD L2 | s s construction L4 | AHMED CONSTRUCTIONS AND INFRA PVT LTD L1 | M/S Sukhmani Construction Co. L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed. | 850 | Sqm | 65 ₹55,250 | 47 ₹39,950 | 120 ₹1,02,000 | 25 ₹21,250 | 100 ₹85,000 | 10 ₹8,500 Lowest | 125 ₹1,06,250 |
| 2.00 | Add to (or deduct from)above item No 1 for every 3 cm or part thereof above or below 15 cm average depth complete all as specified and as directed. | 1,700 | Sqm | 10 ₹17,000 | 10 ₹17,000 | 15 ₹25,500 | 10 ₹17,000 | 10 ₹17,000 | 5 ₹8,500 Lowest | 14 ₹23,800 |
| 3.00 | Demoltion of Concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed. | 27 | Cum | 260 ₹7,020 | 300 ₹8,100 | 300 ₹8,100 | 150 ₹4,050 Lowest | 230 ₹6,210 | 400 ₹10,800 | 320 ₹8,640 |
| 4.00 | Rolling and consolidation formation surface in cutting using Power roller exc 8 tonne and not exceeding 12 tonne complete all as specified and as directed. | 85 | X Sqm | 200 ₹17,000 | 250 ₹21,250 | 250 ₹21,250 | 80 ₹6,800 Lowest | 200 ₹17,000 | 85 ₹7,225 | 260 ₹22,100 |
| 5.00 | Soling (or sub base) 150mm thick (spread thickness) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed. | 85 | X Sqm | 2,600 ₹2,21,000 | 2,300 ₹1,95,500 | 2,430 ₹2,06,550 | 1,800 ₹1,53,000 | 2,300 ₹1,95,500 | 900 ₹76,500 Lowest | 2,450 ₹2,08,250 |
| 6.00 | 150mm thick (Compacted thickness)in two layers each in 75mm thick WBM, with coarse agg of Granite trap or basalt stone of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and as directed. | 30 | X Sqm | 2,800 ₹84,000 | 2,660 ₹79,800 | 2,680 ₹80,400 | 2,300 ₹69,000 | 2,600 ₹78,000 | 1,600 ₹48,000 Lowest | 2,600 ₹78,000 |
| 7.00 | Preparing un-surfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned suraces with gunny bags to remove all loose dirt etc., applying evenly a priming/tack coat spraying with bituminous primer VG-10 @ 10 Kg per 10 Sqm of road surface and laying bituminous premix asphaltic semi dense concrete (SDAC) 40 mm thick (VG-30) with 4 % binder content by weight of total mix with paving bitumen , applied and rolling and compacted to required camber and gradient complete all as specified and as directed. | 30 | X Sqm | 4,800 ₹1,44,000 | 4,500 ₹1,35,000 | 4,600 ₹1,38,000 | 5,000 ₹1,50,000 | 3,900 ₹1,17,000 | 3,200 ₹96,000 Lowest | 4,590 ₹1,37,700 |
| 8.00 | Preparing existing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air blower to remove all loose dirt/foreign materials and applying evenly a priming tack coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-30) at the rate of 5 Kg per 10 Sqm of surface laying bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5 % binder content by weight of total mix and 4% stone dust conforming to specification for filler as per IRC-95, 1987 (filler) prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller, complete all as specified and as directed. | 212.38 | X Sqm | 3,600 ₹7,64,568 | 3,000 ₹6,37,140 | 3,600 ₹7,64,568 | 3,400 ₹7,22,092 | 3,000 ₹6,37,140 | 2,800 ₹5,94,664 Lowest | 3,800 ₹8,07,044 |
| 9.00 | Premix bituminous macadam with broken graded stone aggregate with 4% of paving bitumen binder of viscosity grade VG-30 and applying evenly a priming/tack coat with mechanical sprayer over old black top surfaces with paving bitumen VG-10 at 10 kg per 10 sq metre grade by weight of total mix (Consolidated thickness 75mm or less), laid / rolled and compacted to required gradient and camber using power roller 8 to 12 tonne, complete all as specified and as directed. | 22.5 | Cum | 8,000 ₹1,80,000 | 5,500 ₹1,23,750 | 7,600 ₹1,71,000 | 5,000 ₹1,12,500 | 6,000 ₹1,35,000 | 3,900 ₹87,750 Lowest | 7,700 ₹1,73,250 |
| 10.00 | Removing excavated material to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed. | 178.5 | Cum | 150 ₹26,775 | 150 ₹26,775 | 200 ₹35,700 | 60 ₹10,710 Lowest | 150 ₹26,775 | 90 ₹16,065 | 220 ₹39,270 |
Tender Value
₹29.1 L
EMD Value
₹58,500
Closing Date
11 Dec 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Col Amit Bhardwaj
HQ CWE Jammu PIN-900172
TENDER FOR ADDN/ALTERNATION OF APPROCH ROAD AT BIRPUR AT RATNUCHAK MIL STN UNDER GE KALUCHAK
2025_MES_735744_2
CWE/JP-53/2025-26
Open Tender
Civil Works
Works
180 days
GE Kaluchak
As per tender documents
9 documents required · 9 mandatory
₹500
GE Kaluchak
₹58,500
Yes
16 Jan 2026
20 Nov 2025
13 Dec 2025
20 Nov 2025
11 Dec 2025
4 Dec 2025
20 Nov 2025 - 23 Nov 2025
Amount
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed.
Add to (or deduct from)above item No 1 for every 3 cm or part thereof above or below 15 cm average depth complete all as specified and as directed.
Demoltion of Concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed.
Rolling and consolidation formation surface in cutting using Power roller exc 8 tonne and not exceeding 12 tonne complete all as specified and as directed.
Soling (or sub base) 150mm thick (spread thickness) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.
150mm thick (Compacted thickness)in two layers each in 75mm thick WBM, with coarse agg of Granite trap or basalt stone of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and as directed.
Preparing un-surfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned suraces with gunny bags to remove all loose dirt etc., applying evenly a priming/tack coat spraying with bituminous primer VG-10 @ 10 Kg per 10 Sqm of road surface and laying bituminous premix asphaltic semi dense concrete (SDAC) 40 mm thick (VG-30) with 4 % binder content by weight of total mix with paving bitumen , applied and rolling and compacted to required camber and gradient complete all as specified and as directed.
Preparing existing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air blower to remove all loose dirt/foreign materials and applying evenly a priming tack coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-30) at the rate of 5 Kg per 10 Sqm of surface laying bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5 % binder content by weight of total mix and 4% stone dust conforming to specification for filler as per IRC-95, 1987 (filler) prepared in hot mix plant, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 12 tonne power roller, complete all as specified and as directed.
Premix bituminous macadam with broken graded stone aggregate with 4% of paving bitumen binder of viscosity grade VG-30 and applying evenly a priming/tack coat with mechanical sprayer over old black top surfaces with paving bitumen VG-10 at 10 kg per 10 sq metre grade by weight of total mix (Consolidated thickness 75mm or less), laid / rolled and compacted to required gradient and camber using power roller 8 to 12 tonne, complete all as specified and as directed.
Removing excavated material to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.
M&L for PCC 1:2:4 type B1 using 12.50 mm graded stone aggregate as in precast kerb stones of sizes as directed, including embedding in the ground to depth as indicated and tamping ground around kerb stones and including foundatin bed also for removing surplus spoil etc complete all as specified and as directed.
M&L for 100mm thick Dry Lean Concrete type Nominalmix ( 1:4:8 ) using 40mm graded crushed stone aggregates as in sub base of flooring finished even and fair complete all as specified and as directed.
M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40kg/per square centimetre in field using 400 kg/Cum of OPC cement content ,thickness of concrete 25 cm or less as in road work including film apron complete all as specified and as directed.
Forming Construction joint 30mm deep x 10mm wide filled with sealing compound compound grade 'A' complete all as specified and as directed.
Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade 'A' complete all as specified and as directed.
M&L for preparing bituminous surfaces of road and Marking lines, dashes, arrows etc 2.50 mm thick centre line stop lines of any description not exc 10cm wide on road pavement surface using hot applied thermo plastic road marking paint of approved colour confirming ton BS 3262-1989 with special application machine mixed with radium glass beads @ 250 gms/Sqm with automatic machine complete all as per manufcures instructions and as directed by Engineer in Charge. Note:- provide reflectivity and night vision (approximate temperature being 200° Celsius at the time of laying) HOT MARK thermo plastic paint (Hot application) white by indigeneous modern propelled road marking machine as directed including all ingredients such as binder, glass beads, titanium dioxide, calcium carbonate, inter filler etc. thermoplastic requiremnt for glass beads shall be confirming to BS-6086 of MOST/OSCAR specification incl spraying of glass beads etc complete all as per manufcures instructions and as directed by Engineer in Charge.
M&L for Forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 200mm thick slab complete all as specified and as directed.
M&L for preparing base layer between PCC 1:4:8 and pavement concrete with 125 to 150 micron polythene film spread with minimum 15 cm side and end lap as per IS specification and laid over a layer of sand of 20 mm thick loose thickness complete all as per manufcures instructions complete all as specified and as directed.
DES RAJ NAGPAL CONTRACTORS PVT.LTD (BID ID -3495417)
M/S ARUN ANAND (BID ID -3492143)
s s construction (BID ID -3495532)
Tawi Constructions (BID ID -3491119)
M/S Shesh Paul Gupta (BID ID -3494711)
M/S Sukhmani Construction Co. (BID ID -3495122)
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