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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.5 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹35.0 L+₹50,117.20 (1.45%)Rejected-Finance KOHLI NO 17509 GALI KHADDAR BHANDAR WALI BHI WALA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹40.7 L+₹6.2 L (17.9%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | KISHAN CONTRACTOR L3 | M/s BHUPINDRA ENGINEERING WORKS L2 | Ruchika Constructions L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in post holes each n. exc. 0.50Cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc. 25cm, watering and removing surplus soil to a distance n. exc. 50m and making good surface. | 120 | Each | 70 ₹8,400 | 50 ₹6,000 Lowest | 150 ₹18,000 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. N exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil | 23.2 | Cum | 250 ₹5,800 | 80 ₹1,856 Lowest | 200 ₹4,640 |
| 3.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm
deep and getting out | 243 | Sqm | 60 ₹14,580 | 20 ₹4,860 Lowest | 150 ₹36,450 |
| 4.00 | Spreading and levelling in layers n exc. 25 cm thick including well ramming and watering. | 23.52 | Cum | 60 ₹1,411.2 | 30 ₹705.6 Lowest | 50 ₹1,176 |
| 5.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point | 20.26 | Cum | 150 ₹3,039 | 20 ₹405.2 Lowest | 50 ₹1,013 |
| 6.00 | M&L for plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete | 19.88 | Cum | 4,850 ₹96,418 | 2,500 ₹49,700 Lowest | 2,600 ₹51,688 |
| 7.00 | M&L for PCC 1:2:4 type B-2 using 40mm graded stone aggregate as in foundation of cols, bdy pillars, posts, struts, etc. filling and mass concrete complete all as specified and shown on drawing. | 18.23 | Cum | 5,200 ₹94,796 | 3,500 ₹63,805 Lowest | 5,000 ₹91,150 |
| 8.00 | M & L for hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete | 135.84 | Cum | 850 ₹1,15,464 Lowest | 1,300 ₹1,76,592 | 1,600 ₹2,17,344 |
| 9.00 | M&L PCC 75 mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate)as in sub base | 1,176 | Sqm | 325 ₹3,82,200 | 200 ₹2,35,200 | 180 ₹2,11,680 Lowest |
| 10.00 | S&F machine pressed precast concrete interlocking paver block with grey cement & no pigment, any shape and size confirming to IS 15658-2006 of 80mm thick M-40 grade including and over 25mm thick sand cushion. | 1,176 | Sqm | 950 ₹11,17,200 | 820 ₹9,64,320 | 720 ₹8,46,720 Lowest |
Tender Value
₹42.5 L
EMD Value
₹84,960
Closing Date
2 Sept 2025, 6:00 pmClosed
GARRISON ENGINEER ABOHAR
GARRISON ENGINEER ABOHAR, PIN 152123 PB
PROVISION OF PARKING SHED FOR OR MD ACCN AT VARIOUS LOCATION AT MIL STN FAZILKA.
2025_MES_725800_1
TOKEN NO GE ABH-22/2025-26
Open Tender
Civil Works
Item Rate
180 days
FAZILKA MIL STN
AS PER NIT
7 documents required · 7 mandatory
₹500
GE ABOHAR
₹84,960
Yes
1 Dec 2025
12 Aug 2025
4 Sept 2025
12 Aug 2025
2 Sept 2025
19 Aug 2025
Amount
Excavation in post holes each n. exc. 0.50Cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc. 25cm, watering and removing surplus soil to a distance n. exc. 50m and making good surface.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. N exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose soil
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out
Spreading and levelling in layers n exc. 25 cm thick including well ramming and watering.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point
M&L for plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete
M&L for PCC 1:2:4 type B-2 using 40mm graded stone aggregate as in foundation of cols, bdy pillars, posts, struts, etc. filling and mass concrete complete all as specified and shown on drawing.
M & L for hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete
M&L PCC 75 mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate)as in sub base
S&F machine pressed precast concrete interlocking paver block with grey cement & no pigment, any shape and size confirming to IS 15658-2006 of 80mm thick M-40 grade including and over 25mm thick sand cushion.
S&F Structural steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes grade St-240 complete all as specified and as shown on drawing.
S & F Pre- painted galvatume 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 as specified
M&L for preparation of new steel surfaces of any description over 10cm in width or girth not otherwise described, and applying two coats of Synthetic enamel paint over a coat of red oxide primer, all as specified and directed by Engr - in - Charge.
M & L brick work with sub class 'B' bricks, straight or curved on plan exc 6m mean radious built in CM 1:6
M & L rendering 15mm thick on fair faces or other than fair faces of brick work in CM 1:6 finished even & smooth without using extra cement all as specified .
M & L two coats of cement base paint over new plastered surface including preparation of surface complete all as specified .
M & L for 75mm thick cement concrete type C2 1:3:6 (40mm graded aggregate) as in plinth protection , surface finished even and smooth without using extra cement .
M/s BHUPINDRA ENGINEERING WORKS (BID ID -3414435)
KISHAN CONTRACTOR (BID ID -3411089)
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