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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹12.2 LAccepted-AOC | ₹12.2 L | L-1 | Accepted-AOC DUE TO BEING LOWEST AND REASONABLE |
| 2 | L-2₹12.9 LRejected-Finance | ₹12.9 L | L-2 | Rejected-Finance FOUND OTHER THAN LOWEST |
| 3 | L-3₹13.0 LRejected-Finance GURHA BRAHMANA TEH AKHNOOR DISTT JAMMU PIN 181201 | JAMMU | JAMMU AND KASHMIR | 181201 | ₹13.0 L | L-3 | Rejected-Finance FOUND OTHER THAN LOWEST |
| 4 | L-4₹14.0 LRejected-Finance R O BHARDA KALAN P O TEH AKHNOOR PIN 181201 DISTT JAMMU J K | JAMMU | JAMMU AND KASHMIR | 181201 | ₹14.0 L | L-4 | Rejected-Finance FOUND OTHER THAN LOWEST |
| 5 | L-5₹15.3 LRejected-Finance VILL RATTANPUR PO TEH JOURIAN DISTT JAMMU J K 181202 | JAMMU | JAMMU AND KASHMIR | 181202 | ₹15.3 L | L-5 | Rejected-Finance FOUND OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | M/S R S CONSTRUCTION CO L6 | M/S JEEVAN LAL SHARMA L4 | K C CONSTRUCTION L2 | M/S SV CONSTRUCTIONS L7 | RAMA CONSTRUCTION COMPANY L5 | bushan kumar L3 | KRISHNA BUILDERS L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm and averaging 15 cm deep and getting out in any type of soil, complete all as specified and as directed. | 672 | Sqm | 50 ₹33,600 | 20 ₹13,440 | 20 ₹13,440 | 30 ₹20,160 | 20 ₹13,440 | 10 ₹6,720 | 10 ₹6,720 |
| 2.00 | Removing excavated material (soils) not exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point, complete all as specified and as directed . | 220.8 | Cum | 80 ₹17,664 | 80 ₹17,664 | 250 ₹55,200 | 100 ₹22,080 | 60 ₹13,248 | 30 ₹6,624 | 120 ₹26,496 |
| 3.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth, for manhole,pipe line,cables, foundation etc not exceeding 10.00 sqm on plan and getting out in any type of soil, complete all as specified and as directed. | 120 | Cum | 350 ₹42,000 | 200 ₹24,000 | 150 ₹18,000 | 180 ₹21,600 | 300 ₹36,000 | 150 ₹18,000 | 150 ₹18,000 |
| 4.00 | Excavating in post holes (or similar holes) in any type of soil each not exceeding 0.5 cum & getting out returning filling in and ramming earth or broken rubble mixed with around in layer in exc in 25 cm watering and removing surplus soil to a distance n exc 50 m and making good surfaces, complete all specified and directed. | 18 | Each | 100 ₹1,800 | 100 ₹1,800 | 400 ₹7,200 | 100 ₹1,800 | 300 ₹5,400 | 300 ₹5,400 | 150 ₹2,700 |
| 5.00 | M&L for hardcore of broken stone, gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and as directed . | 23 | Cum | 1,200 ₹27,600 | 1,050 ₹24,150 | 1,600 ₹36,800 | 1,200 ₹27,600 | 1,000 ₹23,000 | 1,200 ₹27,600 | 100 ₹2,300 |
| 6.00 | M&L for 75mm thick cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in plinth protection,joints filled with bitumen sand mixed 50mm thick, finished even and fair without using extra cement, complete all as specified and directed. | 230 | Sqm | 290 ₹66,700 | 290 ₹66,700 | 160 ₹36,800 | 350 ₹80,500 | 240 ₹55,200 | 185 ₹42,550 | 200 ₹46,000 |
| 7.00 | M&L for plain cement concrete 1:3:6 type C-2 (40mm graded crushed stone agreegate) as in surface channels and drains complete specified and directed. | 93 | Cum | 3,800 ₹3.5 L | 4,900 ₹4.6 L | 3,500 ₹3.3 L | 4,400 ₹4.1 L | 4,500 ₹4.2 L | 3,900 ₹3.6 L | 3,800 ₹3.5 L |
| 8.00 | M&L for machine pressed precast concrete interlocking paver block of any size and shape (red, and yellow colour) confirming to IS 15658-2006 of 80mm thickness M-40 grade including 25mm thick sand filling under floor or in foundations or in floors including watering and consolidation , complete all as specified and as directed. | 230 | Sqm | 1,150 ₹2.6 L | 825 ₹1.9 L | 700 ₹1.6 L | 980 ₹2.3 L | 1,000 ₹2.3 L | 796 ₹1.8 L | 780 ₹1.8 L |
| 9.00 | M&L for plain cement concrete 1:2:4, type B-1 using 20 mm graded crushed stone aggregates as in hold fasts,copings, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed. | 1 | Cum | 5,500 ₹5,500 | 5,200 ₹5,200 | 4,000 ₹4,000 | 6,000 ₹6,000 | 7,000 ₹7,000 | 4,900 ₹4,900 | 5,000 ₹5,000 |
| 10.00 | M&L for plain cement concrete 1:2:4 type B-1 (20 mm graded crushed stone aggregate) in foundation filling and mass concrete, complete all as specified and as directed. | 5.83 | Cum | 4,300 ₹25,069 | 5,200 ₹30,316 | 4,000 ₹23,320 | 5,000 ₹29,150 | 5,500 ₹32,065 | 4,600 ₹26,818 | 4,000 ₹23,320 |
Updated dates
Tender Value
₹19.9 L
EMD Value
₹40,000
Closing Date
16 Jan 2026, 6:00 pmClosed
GE, GE (SOUTH) AKHNOOR
Military Engineer Services GE (South) Akhnoor PIN- 900234 c/o 56 APO
PROVN OF HARDSTANDING, STORM WATER DRAIN AND COVERED SHED AT RAKHMUTHI AND PALLANWALA MIL STN UNDER GE(S) AKHNOOR.
2025_MES_745146_1
GES/AKH-63/2025-26
Open Tender
Civil Works - Others
180 days
RAKHMUTHI
AS PER NIT
9 documents required · 9 mandatory
₹500
GE SOUTH AKHNOOR
₹40,000
21 Feb 2026
19 Dec 2025
23 Jan 2026
19 Dec 2025
16 Jan 2026
2 Jan 2026
Surface excavation not exceeding 30 cm and averaging 15 cm deep and getting out in any type of soil, complete all as specified and as directed.
Removing excavated material (soils) not exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point, complete all as specified and as directed .
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth, for manhole,pipe line,cables, foundation etc not exceeding 10.00 sqm on plan and getting out in any type of soil, complete all as specified and as directed.
Excavating in post holes (or similar holes) in any type of soil each not exceeding 0.5 cum & getting out returning filling in and ramming earth or broken rubble mixed with around in layer in exc in 25 cm watering and removing surplus soil to a distance n exc 50 m and making good surfaces, complete all specified and directed.
M&L for hardcore of broken stone, gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and as directed .
M&L for 75mm thick cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in plinth protection,joints filled with bitumen sand mixed 50mm thick, finished even and fair without using extra cement, complete all as specified and directed.
M&L for plain cement concrete 1:3:6 type C-2 (40mm graded crushed stone agreegate) as in surface channels and drains complete specified and directed.
M&L for machine pressed precast concrete interlocking paver block of any size and shape (red, and yellow colour) confirming to IS 15658-2006 of 80mm thickness M-40 grade including 25mm thick sand filling under floor or in foundations or in floors including watering and consolidation , complete all as specified and as directed.
M&L for plain cement concrete 1:2:4, type B-1 using 20 mm graded crushed stone aggregates as in hold fasts,copings, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed.
M&L for plain cement concrete 1:2:4 type B-1 (20 mm graded crushed stone aggregate) in foundation filling and mass concrete, complete all as specified and as directed.
Providing and laying at or near ground level factory made kerb stone of M-25 (Design mix) grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required, complete all as specified and as directed.
Extra for forming fair finished drain or channel 30 CM inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc., complete all as specified and as directed. Note: inner girth shall be measured, complete all as specified and as directed.
Add or deduct from item No 13 for each 25 mm girth or part there of over or under 30cm inner girth, complete all specified and directed.
Rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finishing the surface even & smooth without using extra cement, complete all as specified and as directed .
Mild steel screw bolt (machine made) 16-20 mm dia with hexagonal or squre heads at one end and screwed the other end,each screwed end to be fitted with washers and one hexagonal nut, n exc 30cm long, complete all as specified and as directed.
S&F Structural steel Fe 410-W (Gde E-250) quality-A Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases, splices, angle brackets, cleats and other connections, complete all as specified and as directed.
S&F 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.
Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified and as directed .
S&F pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all specified and directed.
S&F pre-painted galvalume aluminum zinc coating GI based plain 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 specified and directed.
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