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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC | L1 | Accepted-AOC Being lowest bid | |
| 2 | L2₹31.8 L+₹5,555.05 (0.17%)Rejected-Finance NEAR TCP DOMAIL WARD NO 2 UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L2 | Rejected-Finance Being other than lowest bid | |
| 3 | L3₹32.7 L+₹92,605.70 (2.91%)Rejected-Finance 94 PHASE II HOUSEING COLONY UDHAMPUR J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-Finance Being other than lowest bid | |
| 4 | L4₹33.5 L+₹1.7 L (5.34%)Rejected-Finance | L4 | Rejected-Finance Being other than lowest bid | |
| 5 | L5₹36.5 L+₹4.7 L (14.7%)Rejected-Finance | L5 | Rejected-Finance Being other than lowest bid |
| Sl No | Description | Qty | Unit | sohtra and co L8 | KUMAR CONSTRUCTION CO L9 | SHIVAE CONSTRUCTION L3 | VARDHMAN INTERNATIONAL L7 | d d builders L5 | M/S PARDEEP KUMAR L6 | M/S GURU DEV BUILDERS L1 | RAMAN KUMAR L4 | TULSI RAINA AND SONS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed. | 1,650 | Sqm | 30 ₹49,500 | 20 ₹33,000 | 10 ₹16,500 Lowest | 80 ₹1,32,000 | 40 ₹66,000 | 80 ₹1,32,000 | 23 ₹37,950 | 15 ₹24,750 | 20 ₹33,000 |
| 2.00 | Rolling and consolidating formation surface in cutting with 8 to 12 tonne power roller, complete all as specified and directed. | 110 | X Sqm | 550 ₹60,500 | 120 ₹13,200 | 25 ₹2,750 Lowest | 150 ₹16,500 | 500 ₹55,000 | 800 ₹88,000 | 55 ₹6,050 | 250 ₹27,500 | 200 ₹22,000 |
| 3.00 | M&L for 150mm thick (compacted thickness) soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated as required, complete all as specified and directed. | 110 | X Sqm | 1,950 ₹2,14,500 | 2,000 ₹2,20,000 | 900 ₹99,000 Lowest | 1,400 ₹1,54,000 | 2,600 ₹2,86,000 | 2,200 ₹2,42,000 | 2,050 ₹2,25,500 | 2,000 ₹2,20,000 | 1,200 ₹1,32,000 |
| 4.00 | M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, mass concrete, sub base etc, complete all as specified and directed. | 180 | Cum | 2,200 ₹3,96,000 | 3,200 ₹5,76,000 | 2,000 ₹3,60,000 Lowest | 3,700 ₹6,66,000 | 2,800 ₹5,04,000 | 2,800 ₹5,04,000 | 2,160 ₹3,88,800 | 2,400 ₹4,32,000 | 2,000 ₹3,60,000 Lowest |
| 5.00 | M&L for 100mm thick plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in sub base, complete all as specified and directed. | 1,100 | Sqm | 390 ₹4,29,000 | 500 ₹5,50,000 | 500 ₹5,50,000 | 300 ₹3,30,000 | 280 ₹3,08,000 | 250 ₹2,75,000 Lowest | 320 ₹3,52,000 | 550 ₹6,05,000 | 380 ₹4,18,000 |
| 6.00 | M&L for forming 12mm thick expansion joints, filled with prefomed bituminous filler and top 30mm primer & sealed with sealing compound Grade 'A', complete all as specified and directed. | 30 | X RM | 190 ₹5,700 | 700 ₹21,000 | 1,400 ₹42,000 | 435 ₹13,050 | 150 ₹4,500 Lowest | 500 ₹15,000 | 320 ₹9,600 | 200 ₹6,000 | 500 ₹15,000 |
| 7.00 | Removing excavated surplus material (soil) to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed. | 247.5 | Cum | 150 ₹37,125 | 200 ₹49,500 | 70 ₹17,325 | 110 ₹27,225 | 70 ₹17,325 | 150 ₹37,125 | 50 ₹12,375 Lowest | 50 ₹12,375 Lowest | 50 ₹12,375 Lowest |
| 8.00 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation etc. for shafts well, cesspits, manholes, pier holes etc, not exc 10 Sqm on plan and getting out in any type of soil, complete all as specified and directed. | 15 | Cum | 350 ₹5,250 | 200 ₹3,000 | 100 ₹1,500 Lowest | 165 ₹2,475 | 150 ₹2,250 | 300 ₹4,500 | 140 ₹2,100 | 100 ₹1,500 Lowest | 200 ₹3,000 |
| 9.00 | M&L for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in drain, culvert, filling in and mass concrete, complete all as specified and directed. | 14 | Cum | 2,400 ₹33,600 Lowest | 3,800 ₹53,200 | 3,000 ₹42,000 | 3,950 ₹55,300 | 3,200 ₹44,800 | 4,500 ₹63,000 | 2,700 ₹37,800 | 3,000 ₹42,000 | 3,500 ₹49,000 |
| 10.00 | M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in drain, filling in and mass concrete, complete all as specified and directed. | 10 | Cum | 4,000 ₹40,000 | 4,900 ₹49,000 | 4,000 ₹40,000 | 4,800 ₹48,000 | 5,300 ₹53,000 | 5,000 ₹50,000 | 3,900 ₹39,000 Lowest | 4,500 ₹45,000 | 4,000 ₹40,000 |
Tender Value
₹43.5 L
EMD Value
₹86,980
Closing Date
3 Sept 2025, 6:00 pmClosed
GE (North) Udhampur
GE (NORTH) UDHAMPUR C/O 56 APO PIN-901220
PROVN OF SINGLE RAMP FOR DD VEH ALONGWITH WASHING POINT WITH ALLIED WORK AND HARDSTANDING IN MT GARAGE AND PROVN OF 200 METRES OF CHAIN LINK FENCING AT 874 AT BN ASC UNDER GE (NORTH) UDHAMPUR
2025_MES_724806_1
GE/U(N)-56/2025-26
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
₹86,980
Yes
19 Sept 2025
6 Aug 2025
11 Sept 2025
6 Aug 2025
3 Sept 2025
21 Aug 2025
Amount
Surface excavation not exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed.
Rolling and consolidating formation surface in cutting with 8 to 12 tonne power roller, complete all as specified and directed.
M&L for 150mm thick (compacted thickness) soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated as required, complete all as specified and directed.
M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation, mass concrete, sub base etc, complete all as specified and directed.
M&L for 100mm thick plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in sub base, complete all as specified and directed.
M&L for forming 12mm thick expansion joints, filled with prefomed bituminous filler and top 30mm primer & sealed with sealing compound Grade 'A', complete all as specified and directed.
Removing excavated surplus material (soil) to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed.
Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation etc. for shafts well, cesspits, manholes, pier holes etc, not exc 10 Sqm on plan and getting out in any type of soil, complete all as specified and directed.
M&L for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregates) as in drain, culvert, filling in and mass concrete, complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in drain, filling in and mass concrete, complete all as specified and directed.
M&L for brick work with sub class 'B' bricks, old size, straight or curved on plan, exceeding 6 metre mean radius, built in cement mortar 1:4, complete all as specified and directed.
M&L for 15mm thick rendering on fair faces of brick work or concrete surface in CM 1:4 with using water proofing compound including finishing the surface even and smooth without extra cement, complete all as specified and directed. Note :- WPC shall be measured and paid separately under relevant item of this BOQ.
M&L for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in lintels upto 1.5 mtr clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, complete all as specified and directed.
Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick, complete all as specified and directed.
M&L for RCC 1:1.5:3 type A-1 (using 20mm graded crushed stone aggregates) as in slab supported on walls, beams, culvert slabs, in shelves and the like, complete all as specified and directed.
Use and waste of formwork to rough finished concrete soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (horizontal or sloping), complete all as specified and directed.
Use and waste of formwork to edges of rough finished concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 20cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide, complete all as specified and directed.
M&L for mild steel bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips, complete all as specified and directed.
M&L for hardcore of broken stone or boulders, not exc 63mm gauge, deposited, spread and leveled in layers not exc 15cm thick, watered and rammed to a true surface, complete all as specified and directed.
M&L for 100mm thick plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in floor, paving etc, complete all as specified and directed.
M&L for machine pressed rubber moulded, manufactured/ compacted by vibrating table method precast concrete interlocking paver block of any shape and size, confirming to IS:15658-2006 of 80mm thickness, M-40 grade with grey cement and pigment and joints filled with sand, complete all as specified and directed.
M&L for sand filling under floors, paver block or in foundation including watering and consolidation, complete all as specified and directed.
Providing precast cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in kerb stone etc. (of any section indicated) and similar work with plain fair faces including chamfers, weathering, throating etc. and setting in cement mortar 1:6 with joints to match, complete all as specified and directed.
Excavating in post holes (or similar holes), each not exc 0.50 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm in any type of soil, complete all as specified and directed.
M&L for rolled mild steel work in joist, channel, angle or tee sections, fixed independently without connecting plates etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), conforming to Fe-410W (Gde E- 165), complete all as specified and directed.
Supply only chain link MS galvanisd fencing of any size or type, complete all as specified and directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire, complete all as specified and directed.
Holes drilled upto 12mm dia (and countersunk, if required) depth of holes exc 3mm but not exc 12mm, complete all as specified and directed.
S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exc 5cm long, diameter of neck 5-10mm, complete all as specified and directed.
M&L for preparation of new steel/ iron surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enameled paint over a coat of red oxide zinc chrome primer, complete all as specified and directed.
S&F galvanised 2 strand steel barbed wire, 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed, complete all as specified and directed. Note :- Each line wire to be measured.
M&L for brick work with sub class 'B' bricks, old size, straight or curved on plan, exceeding 6 metre mean radius, built in cement mortar 1:6, complete all as specified and directed.
M&L for 10mm thick rendering on fair faces of brick work or concrete surface in CM 1:4 with using water proofing compound including finishing the surface even and smooth without extra cement, complete all as specified and directed. Note :- WPC shall be measured and paid separately under relevant item of this BOQ.
Supply only integral water proofing compound.
M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer, complete all as specified and directed.
TULSI RAINA AND SONS (BID ID -3415424)
SHIVAE CONSTRUCTION (BID ID -3413622)
RAMAN KUMAR (BID ID -3415372)
d d builders (BID ID -3413573)
M/S PARDEEP KUMAR (BID ID -3406713)
VARDHMAN INTERNATIONAL (BID ID -3415360)
sohtra and co (BID ID -3408403)
KUMAR CONSTRUCTION CO (BID ID -3413046)
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