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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 LAccepted-AOC | L1 | Accepted-AOC AOC to lowest bid of M/s Raman Kumar | |
| 2 | L2₹23.3 L+₹60,863 (2.68%)Rejected-Finance | L2 | Rejected-Finance Being other than lowest bid | |
| 3 | L3₹24.8 L+₹2.1 L (9.22%)Rejected-Finance | L3 | Rejected-Finance Being other than lowest bid | |
| 4 | L4₹26.7 L+₹4.0 L (17.7%)Rejected-Finance NEW HOSPITAL ROAD UDHAMPUR UDHAMPUR UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L4 | Rejected-Finance Being other than lowest bid |
| Sl No | Description | Qty | Unit | M/S SHREE RAM DUBEY AND SONS L3 | RAMAN KUMAR L1 | MAHAJAN TRADING CO L4 | VISHWANATH AND SONS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation in any type of soil not exceeding 30 cm and averaging 15 cm deep and getting out complete all as specified and as directed. | 800 | Sqm | 19 ₹15,200 | 15 ₹12,000 | 5 ₹4,000 Lowest | 20 ₹16,000 |
| 2.00 | Hard core of broken stone or boulders not exceeding 63mm gauge, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface as in floors complete all as specified and as directed. | 72 | Cum | 1,099 ₹79,128 | 750 ₹54,000 | 700 ₹50,400 Lowest | 900 ₹64,800 |
| 3.00 | Machine pressed precast interlocking paver blocks any shape and size with grey cement and pigment conforming to IS 15658-2006 of 80mm thickness (M-40 Grade) complete all as specified and as directed. | 570 | Sqm | 829 ₹4,72,530 | 750 ₹4,27,500 Lowest | 850 ₹4,84,500 | 850 ₹4,84,500 |
| 4.00 | Sand cushioning bed (filling under floors) including spreading, levelling, watering if required complete all as specified and as directed. | 14.25 | Cum | 999 ₹14,235.75 | 400 ₹5,700 Lowest | 1,500 ₹21,375 | 1,200 ₹17,100 |
| 5.00 | Providing precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in kerb stones and similar works, bedded and jointed in CM 1:6 including necessary excavation if necessary complete all as specified and as directed. | 7.1 | Cum | 5,999 ₹42,592.9 | 5,500 ₹39,050 | 5,000 ₹35,500 | 3,200 ₹22,720 Lowest |
| 6.00 | 100mm thick cement concrete type D-2 1:4:8 (using 40mm graded crushed stone aggregate) sub base to receive top layer complete all as specified and as directed. | 570 | Sqm | 199 ₹1,13,430 Lowest | 220 ₹1,25,400 | 300 ₹1,71,000 | 300 ₹1,71,000 |
| 7.00 | Preparation of new or previously untreated steel surfaces of any description not otherwise described 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. | 50 | Sqm | 49 ₹2,450 | 40 ₹2,000 Lowest | 40 ₹2,000 Lowest | 60 ₹3,000 |
| 8.00 | Excavating in post holes (or similar holes) each not exceeding 0.5 cu.m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed. | 12 | Each | 99 ₹1,188 | 80 ₹960 Lowest | 100 ₹1,200 | 110 ₹1,320 |
| 9.00 | Plain cement concrete type B-2 1:2:4 (using 40mm graded crushed stone aggregate) as in foundation and mass concrete complete all as specified and as directed. | 3 | Cum | 4,499 ₹13,497 | 4,500 ₹13,500 | 3,500 ₹10,500 Lowest | 4,000 ₹12,000 |
| 10.00 | Plain cement concrete type D-2 1:4:8 (using 40mm graded crushed stone aggregate) as in foundation and mass concrete complete all as specified and as directed. | 34.5 | Cum | 2,399 ₹82,765.5 Lowest | 3,000 ₹1,03,500 | 3,000 ₹1,03,500 | 3,200 ₹1,10,400 |
Tender Value
₹28.2 L
EMD Value
₹56,320
Closing Date
23 Mar 2026, 6:00 pmClosed
GE (North) Udhampur
Garrison Engineer (North) Udhampur PIN-901220 C/o 56 APO
PROVN OF HY DUTY KOTA STONE FOR BLDG NO. P50 AT 222 COY ASC SUP TYPE G AND 02 X SHED FOR FARRIER SHOP AT 874 AT BN ASC ALONGWITH 02 X MINOR WORKS UNDER AGE B/R-II OF GE (NORTH) UDHAMPUR
2026_MES_754981_1
GE/U(N)-122/2025-26
Open Tender
Civil Works
Item Rate
180 days
AOR of GE (North) Udhampur
AS PER NIT
6 documents required · 6 mandatory
₹500
GE (North) Udhampur
₹56,320
Yes
23 Apr 2026
2 Mar 2026
26 Mar 2026
2 Mar 2026
23 Mar 2026
17 Mar 2026
Surface excavation in any type of soil not exceeding 30 cm and averaging 15 cm deep and getting out complete all as specified and as directed.
Hard core of broken stone or boulders not exceeding 63mm gauge, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface as in floors complete all as specified and as directed.
Machine pressed precast interlocking paver blocks any shape and size with grey cement and pigment conforming to IS 15658-2006 of 80mm thickness (M-40 Grade) complete all as specified and as directed.
Sand cushioning bed (filling under floors) including spreading, levelling, watering if required complete all as specified and as directed.
Providing precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in kerb stones and similar works, bedded and jointed in CM 1:6 including necessary excavation if necessary complete all as specified and as directed.
100mm thick cement concrete type D-2 1:4:8 (using 40mm graded crushed stone aggregate) sub base to receive top layer complete all as specified and as directed.
Preparation of new or previously untreated steel surfaces of any description not otherwise described 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.
Excavating in post holes (or similar holes) each not exceeding 0.5 cu.m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and as directed.
Plain cement concrete type B-2 1:2:4 (using 40mm graded crushed stone aggregate) as in foundation and mass concrete complete all as specified and as directed.
Plain cement concrete type D-2 1:4:8 (using 40mm graded crushed stone aggregate) as in foundation and mass concrete complete all as specified and as directed.
Removal of surplus soil to a distance exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point and disposal complete all as specified and as directed.
Mild steel work in tubular trusses including special shaped washer etc, complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade St.-240. complete all as specified and as directed.
Mild steel rolled sections Fe 410-W (Gde E-250) quality A as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. complete all as specified and as directed.
0.50 mm thick prepainted galvalume aluminium zinc coating GI based corrugated steel sheet of an approved 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.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
Machine cut kota stone slab flooring, 30-35mm thick, as in flooring etc. over and including 20mm thick screed bed or bedding layer in CM 1:4, lalid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, complete all as specified and directed.
Machine cut kota stone slab flooring, 1-20mm thick, as in skirting etc. over and including 15mm thick screed bed or bedding layer in CM 1:4, lalid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, complete all as specified and directed.
Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and as directed by Engr-in-Charge.
15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:6 with using water proofing compound, finished the surface even and smooth, complete all as specified and directed.
Preparation of new plastered surfaces of wall and applying two coat of oil bound distemper over one coat of primer over and including 2-3mm thick wall care putty, complete all as specified and directed.
50mm thick PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in plinth protection, finished the surface even and smooth without using extra cement, complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting with power roller of capacity 5 to 8 tonne, complete all as specified and directed.
Soling 150mm thick (after rolling) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber, complete all as specified and directed.
Forming 12mm thick expansion joints in 100mm thick concrete slab, filled with preformed bituminous filler and top 30mm primer and sealed with sealing compound Grade ‘A’, complete all as specified and directed.
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