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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 | L-1₹6.3 LAccepted-Finance | L-1 | Accepted-Finance Being lowest bidder | |
| 2 | L-2₹6.5 L+₹18,917 (3.01%)Rejected-Finance B 56 LANE NO 4A SECTOR 7 VASHNAVI ENCLAVE CHANNI HIMAT JAMMU 180015 | JAMMU | JAMMU AND KASHMIR | 180015 | L-2 | Rejected-Finance Other than lowest bidder | |
| 3 | L-3₹6.5 L+₹21,936 (3.49%)Rejected-Finance | L-3 | Rejected-Finance Other than lowest bidder | |
| 4 | L-4₹6.6 L+₹31,576 (5.02%)Rejected-Finance | L-4 | Rejected-Finance Other than lowest bidder | |
| 5 | L-5₹6.7 L+₹38,961 (6.19%)Rejected-Finance B 92 NAI BASTI JAMMU CANTT 180003 JAMMU AND KASHMIR | JAMMU | JAMMU AND KASHMIR | 180003 | L-5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | R.K. Works L6 | M/s Sunny Builders L5 | M/S S S Engineers L4 | M/s J.S Enterprises L1 | M/S TRIKUTA BUILDERS L7 | M/S PRITHIVI RAJ AND SONS L3 | M/S KEWAL MAHAJAN AND CO L8 | ANIKET TRADERS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 442 | Square Metre | 30 ₹13,260 | 30 ₹13,260 | 15 ₹6,630 Lowest | 32 ₹14,144 | 30 ₹13,260 | 55 ₹24,310 | 25 ₹11,050 | 20 ₹8,840 |
| 2.00 | Excavating in post holes (or similar holes) each not exceeding 0.5 Cum in any type of soil, getting out, returning filling in and ramming earth or broken rubbel mixed with earth around in layers not exceeding 25cm thick watering and well ramming and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed. | 16 | Each | 100 ₹1,600 | 95 ₹1,520 Lowest | 100 ₹1,600 | 150 ₹2,400 | 100 ₹1,600 | 115 ₹1,840 | 150 ₹2,400 | 200 ₹3,200 |
| 3.00 | Removal of excavated material as soils not exceeding 50m and at a level not exceeding 1.5m above the starting point and depositing where directed all as specified. | 64 | Cubic Metre | 50 ₹3,200 | 50 ₹3,200 | 75 ₹4,800 | 160 ₹10,240 | 70 ₹4,480 | 55 ₹3,520 | 50 ₹3,200 | 22 ₹1,408 Lowest |
| 4.00 | Hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick watered and well rammed to a true surface complete all as specified and as directed. | 64 | Cubic Metre | 500 ₹32,000 | 1,100 ₹70,400 | 800 ₹51,200 | 1,060 ₹67,840 | 800 ₹51,200 | 725 ₹46,400 | 1,250 ₹80,000 | 22 ₹1,408 Lowest |
| 5.00 | 75mm thick cement concrete (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) as in sub base to floor finishes complete all as specified and as directed. | 442 | Square Metre | 210 ₹92,820 | 260 ₹1,14,920 | 175 ₹77,350 | 250 ₹1,10,500 | 200 ₹88,400 | 135 ₹59,670 Lowest | 200 ₹88,400 | 200 ₹88,400 |
| 6.00 | PCC (1:2:4) type B-0 (using 20mm graded crushed stone aggregate) as in getting proper slope/ covering complete all as specified and as directed. | 2 | Cubic Metre | 4,800 ₹9,600 | 3,000 ₹6,000 Lowest | 3,500 ₹7,000 | 4,200 ₹8,400 | 5,000 ₹10,000 | 3,700 ₹7,400 | 6,500 ₹13,000 | 5,000 ₹10,000 |
| 7.00 | Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to Fe-410 W (Gde E-250) quality 'B' complete all as specified and as directed. | 650 | Kilogram | 95 ₹61,750 | 89 ₹57,850 | 89 ₹57,850 | 65 ₹42,250 Lowest | 90 ₹58,500 | 115 ₹74,750 | 98 ₹63,700 | 78 ₹50,700 |
| 8.00 | Compound girders and stanchions, lattice giders, aerial masts, Posts for sheds and the like including caps, bases, splices etc built up from two or more beams or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates etc complete all as specified and as directed. | 450 | Kilogram | 95 ₹42,750 | 89 ₹40,050 | 89 ₹40,050 | 75 ₹33,750 Lowest | 120 ₹54,000 | 78 ₹35,100 | 105 ₹47,250 | 100 ₹45,000 |
| 9.00 | Rolled mild steel plates (plain or chequered), square cut or notched (ordinary or counter sunk) forming holes etc of Gde Fe-410-S complete all as specified and as directed. | 30 | Kilogram | 100 ₹3,000 | 89 ₹2,670 | 105 ₹3,150 | 52 ₹1,560 Lowest | 200 ₹6,000 | 88 ₹2,640 | 125 ₹3,750 | 130 ₹3,900 |
| 10.00 | 12mm dia mild steel rag or lewis bolts, screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, not exceeding 15cm long complete all as specified and as directed. | 10 | Kilogram | 120 ₹1,200 | 85 ₹850 | 105 ₹1,050 | 75 ₹750 Lowest | 200 ₹2,000 | 180 ₹1,800 | 125 ₹1,250 | 200 ₹2,000 |
Tender Value
₹8.5 L
EMD Value
₹17,000
Closing Date
20 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Jammu
GE Jammu PIN-180003
PROVN OF B VEH PATHWAY AND PARKING SHED NEAR JORAWAR STADIUM AT SUNJUWAN UNDER GE JAMMU
2025_MES_746599_1
GEJC-85/2025-26
Open Tender
Civil Works
Item Rate
180 days
AOR of GE Jammu
As per NIT
8 documents required · 8 mandatory
₹500
GE Jammu
₹17,000
Yes
30 Mar 2026
30 Dec 2025
22 Jan 2026
30 Dec 2025
20 Jan 2026
13 Jan 2026
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.
Excavating in post holes (or similar holes) each not exceeding 0.5 Cum in any type of soil, getting out, returning filling in and ramming earth or broken rubbel mixed with earth around in layers not exceeding 25cm thick watering and well ramming and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed.
Removal of excavated material as soils not exceeding 50m and at a level not exceeding 1.5m above the starting point and depositing where directed all as specified.
Hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick watered and well rammed to a true surface complete all as specified and as directed.
75mm thick cement concrete (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) as in sub base to floor finishes complete all as specified and as directed.
PCC (1:2:4) type B-0 (using 20mm graded crushed stone aggregate) as in getting proper slope/ covering complete all as specified and as directed.
Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to Fe-410 W (Gde E-250) quality 'B' complete all as specified and as directed.
Compound girders and stanchions, lattice giders, aerial masts, Posts for sheds and the like including caps, bases, splices etc built up from two or more beams or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates etc complete all as specified and as directed.
Rolled mild steel plates (plain or chequered), square cut or notched (ordinary or counter sunk) forming holes etc of Gde Fe-410-S complete all as specified and as directed.
12mm dia mild steel rag or lewis bolts, screwed one end, with hexagonal or square nuts and washers, the other end enlarged and jagged or lewised, not exceeding 15cm long complete all as specified and as directed.
Preparation of new or previously untreated steel or iron surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and as directed.
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design and pattern as in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness and size/ shape, made by table vibratory method using PU mould, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed by Engineer-in-Charge.
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