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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | L1 | Accepted-AOC Accepted being lowest and reasonable one. | |
| 2 | L2₹11.6 L+₹1.9 L (18.9%)Rejected-Finance | L2 | Rejected-Finance Rejected being L2 | |
| 3 | L3₹12.6 L+₹2.8 L (28.4%)Rejected-Finance A 23 TRIBUNE COLONY AMBALA CANTT 133001 | AMBALA CANTT | AMBALA | HARYANA | 133001 | L3 | Rejected-Finance Rejected being L3 | |
| 4 | L4₹12.6 L+₹2.8 L (28.7%)Rejected-Finance | L4 | Rejected-Finance Rejected being L4 | |
| 5 | L5₹13.3 L+₹3.5 L (36.1%)Rejected-Finance | L5 | Rejected-Finance Rejected being L5 |
| Sl No | Description | Qty | Unit | M/S M S BUILDER AND CONTRACTORS L2 | M/s Kuljit singh bedi L5 | M/s AVINASH CHANDER GUPTA L3 | Parveen Kumar L1 | North Land Enterprises L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep and getting out of soft/loose soil, complete all as specified and as directed by Engineer-in-Charge. | 443 | SQUARE METER | 40 ₹17,720 | 30 ₹13,290 | 50 ₹22,150 | 16 ₹7,088 Lowest | 30 ₹13,290 |
| 2.00 | Excavating in post holes (or similar holes ) each n exc 0.5 cu.m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in soft/loose soill, complete all as specified and as directed by Engineer-in-Charge. | 30 | EACH | 120 ₹3,600 | 80 ₹2,400 | 147 ₹4,410 | 70 ₹2,100 Lowest | 300 ₹9,000 |
| 3.00 | Excavation in trenches n. exc. 1.50 m wide and not. exc.1.50 m in depth for foundation etc. and getting out complete in soft/loose soil, complete all as specified and as directed by Engineer-in-Charge. | 12.24 | CUBIC METER | 145 ₹1,774.8 | 150 ₹1,836 | 300 ₹3,672 | 70 ₹856.8 Lowest | 250 ₹3,060 |
| 4.00 | Material and labour for plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge. | 7.08 | CUBIC METER | 2,250 ₹15,930 Lowest | 2,500 ₹17,700 | 3,000 ₹21,240 | 2,500 ₹17,700 | 4,500 ₹31,860 |
| 5.00 | Material and labour for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, build in CM 1:6 complete all as specified and as directed by Engineer-in-Charge. | 9.38 | CUBIC METER | 5,350 ₹50,183 Lowest | 5,500 ₹51,590 | 6,000 ₹56,280 | 6,100 ₹57,218 | 7,000 ₹65,660 |
| 6.00 | Material and labour for hard core of broken boulders of guage not exc 63 mm deposited spread & levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-Charge. | 30.5 | CUBIC METER | 1,280 ₹39,040 | 1,440 ₹43,920 | 1,850 ₹56,425 | 500 ₹15,250 Lowest | 1,200 ₹36,600 |
| 7.00 | Material and labour for 75mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in floors complete all as specified and as directed by Engineer-in-Charge. | 305 | SQUARE METER | 365 ₹1,11,325 | 400 ₹1,22,000 | 450 ₹1,37,250 | 205 ₹62,525 Lowest | 250 ₹76,250 |
| 8.00 | Material and labour for 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks,
lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern
over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and as directed by Engineer-in-Charge. | 443 | SQUARE METER | 590 ₹2,61,370 Lowest | 710 ₹3,14,530 | 600 ₹2,65,800 | 601 ₹2,66,243 | 800 ₹3,54,400 |
| 9.00 | Supply and fixing steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming tofe -410W (gde E-250) quality, complete all as specified and as directed by Engineer-in-Charge. | 2,500 | KILOGRAM | 105 ₹2,62,500 | 105 ₹2,62,500 | 100 ₹2,50,000 | 97 ₹2,42,500 Lowest | 130 ₹3,25,000 |
| 10.00 | Material and labour for pre-painted galvalume aluminum zink coating GI based corrugated steel sheet 0.50 mm thick,on an colour, having tensil strength of 550 Mpa as in roof /cladding fixes with self tapping screws, complete all as specified and as directed by Engineer-in-Charge. | 130 | SQUARE METER | 760 ₹98,800 | 848 ₹1,10,240 | 800 ₹1,04,000 | 700 ₹91,000 | 230 ₹29,900 Lowest |
Tender Value
₹14.6 L
EMD Value
₹29,300
Closing Date
23 Jan 2026, 6:00 pmClosed
LT COL CHETAN KOTKAR, GE (SOUTH) AMBALA
GE (SOUTH) AMBALA CANTT
PROVISION OF PARKING SHED AND HARD STANDING FOR KHARGA OFFR TRANSIT ACCN ALONGWITH ADDITION ALTERATION OF INTERNAL PATHWAY UNDER AOR OF GE(SOUTH) AMBALA CANTT
2026_MES_747055_1
GE(SOUTH)/AMB-74/2025-2026
Open Tender
Civil Works
Item Rate
180 days
GE (SOUTH) AMBALA CANTT
AS PER NIT
9 documents required · 9 mandatory
₹500
GE (SOUTH) AMBALA CANTT
₹29,300
Yes
19 Mar 2026
2 Jan 2026
27 Jan 2026
2 Jan 2026
23 Jan 2026
17 Jan 2026
2 Jan 2026 - 16 Jan 2026
Surface dressing n exc 15 cm deep and getting out of soft/loose soil, complete all as specified and as directed by Engineer-in-Charge.
Excavating in post holes (or similar holes ) each n exc 0.5 cu.m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in soft/loose soill, complete all as specified and as directed by Engineer-in-Charge.
Excavation in trenches n. exc. 1.50 m wide and not. exc.1.50 m in depth for foundation etc. and getting out complete in soft/loose soil, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, build in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.
Material and labour for hard core of broken boulders of guage not exc 63 mm deposited spread & levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for 75mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in floors complete all as specified and as directed by Engineer-in-Charge.
Material and labour for 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming tofe -410W (gde E-250) quality, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for pre-painted galvalume aluminum zink coating GI based corrugated steel sheet 0.50 mm thick,on an colour, having tensil strength of 550 Mpa as in roof /cladding fixes with self tapping screws, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Pre-painted galvalume plain aluminum zink coating GI based plain steel sheet 0.50 mm thick,on an colour, having tensil strength of 550 Mpa as in roof /covering fixes with self tapping screws, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for preparation of surfaces of new iron and steel surfaces and applying two coat of synthetic enamel paint (ordinary tint) over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-Charge.
Taking down cement plaster of any description and in any position including raking out joints, hacking for key, scrubbing down with water etc of any thickness complete all as specified and as directed.
Material and labour for rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces mixed with water proofing compound, trowelled to even and smooth without using extra cement, complete all as specified and directed.
Material and labour for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings .complete all as specified (Paymentfor providing grooves shall be made separately).
Material and labour for preparation of new plastered surfaces of wall and applying two coats of cement base paint over a coat of primer on walls complete all as specified and directed.
Material and labour for 100mm thick Cement concrete type D- 2,1:4:8 (using 40mm graded stone aggregate) as in foundation, sub base and mass concrete all as specified and directed
Material and labour for broken bricks of gauge exceeding 63mm but not exceeding 100mm, deposited, spread and leveled in layers not exceeding 15 cm thick, watered and levelled in layer not exceeding 15cm thick watered and rammed to a true surface complete all as specified and directed.
NOTE:- Amount of credit of Rs. 0.00 for retrieved materials is mentioned in Schedule of Credit Page No 21.00 & 22.00 of tender documents in pdf form which will be deducted offline while acceptance of tender.
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