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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | ₹9.0 L | L1 | Accepted-AOC BEING LOWEST |
| 2 | L2₹9.4 LRejected-Finance | ₹9.4 L | L2 | Rejected-Finance NOT BEING LOWEST |
| 3 | L3₹9.6 LRejected-Finance 466 TAGORE STREET COLLEGE ROAD BARNALA 148101 PUNJAB | BARNALA | BARNALA | PUNJAB | 148101 | ₹9.6 L | L3 | Rejected-Finance NOT BEING LOWEST |
| 4 | L4₹9.8 LRejected-Finance | ₹9.8 L | L4 | Rejected-Finance NOT BEING LOWEST |
| 5 | L5₹10.2 LRejected-Finance H NO 597 SEONA ROAD RANJIT NAGAR PATIALA PB 147001 | PATIALA | PATIALA | PUNJAB | 147001 | ₹10.2 L | L5 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | SWAMI ENGINEERS L7 | m/s panchmukhi builders L4 | FAVOURITE ENGINEERS L8 | DELTA CONSTRUCTION CO L10 | Jawandha Enterprises L5 | Arneja Builders L11 | Buttar Construction Co. L6 | KK BUILDERS L1 | sodhi builder L9 | NORTON BUILDER L2 | OM HARI HAR ENGINEERS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete in ground floor/pavings not exceeding 15 deep complete all as specified and as directed | 2 | Cum | 300 ₹600 | 100 ₹200 | 200 ₹400 | 200 ₹400 | 500 ₹1,000 | 200 ₹400 | 200 ₹400 | 100.1 ₹200.20 | 1,378.5 ₹2,757 | 150 ₹300 | 10 ₹20 |
| 2.00 | Surface excavation in soft /loose soil not exceeding 30 Cm deep and averaging 15 cm deep and geeting out in soft/loose soil. | 488 | Sqm | 80 ₹39,040 | 15 ₹7,320 | 50 ₹24,400 | 150 ₹73,200 | 35 ₹17,080 | 10 ₹4,880 | 30 ₹14,640 | 10.1 ₹4,928.80 | 16 ₹7,808 | 10 ₹4,880 | 1 ₹488 |
| 3.00 | Excavating in trenches , n exc 1.5 m depth, for foundation , etc or for shafts , wells cesspit , manholes, pier holes , etc n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and directed. | 6.8 | Cum | 150 ₹1,020 | 170 ₹1,156 | 500 ₹3,400 | 200 ₹1,360 | 250 ₹1,700 | 150 ₹1,020 | 200 ₹1,360 | 135.1 ₹918.68 | 383 ₹2,604.40 | 175 ₹1,190 | 100 ₹680 |
| 4.00 | Returning filling in including ramming and watering in soft/loose soil | 3 | Cum | 20 ₹60 | 50 ₹150 | 100 ₹300 | 140 ₹420 | 50 ₹150 | 100 ₹300 | 50 ₹150 | 28.1 ₹84.30 | 139 ₹417 | 10 ₹30 | 10 ₹30 |
| 5.00 | Removing excavated soil to a distance not exceeding 50 M in soft/loose soil | 51.45 | Cum | 20 ₹1,029 | 50 ₹2,572.50 | 100 ₹5,145 | 120 ₹6,174 | 50 ₹2,572.50 | 100 ₹5,145 | 70 ₹3,601.50 | 30.1 ₹1,548.65 | 320 ₹16,464 | 10 ₹514.50 | 10 ₹514.50 |
| 6.00 | Excavating in post holes ( or similar holes) each n exc 0.5 cum , getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers exceeding 25 cm | 12 | Each | 70 ₹840 | 130 ₹1,560 | 100 ₹1,200 | 130 ₹1,560 | 70 ₹840 | 150 ₹1,800 | 100 ₹1,200 | 100.1 ₹1,201.20 | 259 ₹3,108 | 300 ₹3,600 | 10 ₹120 |
| 7.00 | M&L PCC 1:2:4 using 40 mm graded stone aggregate as for fixing posts, complete all as specified and as directed | 1.6 | Cum | 5,500 ₹8,800 | 4,000 ₹6,400 | 3,500 ₹5,600 | 4,000 ₹6,400 | 2,500 ₹4,000 | 3,500 ₹5,600 | 4,000 ₹6,400 | 2,600.1 ₹4,160.16 | 6,477 ₹10,363.20 | 4,500 ₹7,200 | 4,000 ₹6,400 |
| 8.00 | M & L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in sub base of flooring complete all as specified and directed. | 46.8 | Cum | 3,200 ₹1.5 L | 2,700 ₹1.3 L | 3,000 ₹1.4 L | 3,800 ₹1.8 L | 3,500 ₹1.6 L | 2,000 ₹93,600 | 3,500 ₹1.6 L | 2,222.1 ₹1.0 L | 5,483 ₹2.6 L | 1,800 ₹84,240 | 3,000 ₹1.4 L |
| 9.00 | M&L factory made Machine pressed precast concrete interlocking paver block with no pigment any shape and size confirming to IS -15658-2006 of 80 mm thickness M-40 Grade including laid over 25 mm thick sand cushion complete all as specified and directed by Engr -in -Charge. | 180 | Sqm | 900 ₹1.6 L | 951 ₹1.7 L | 950 ₹1.7 L | 900 ₹1.6 L | 800 ₹1.4 L | 1,000 ₹1.8 L | 850 ₹1.5 L | 800.1 ₹1.4 L | 750 ₹1.4 L | 825 ₹1.5 L | 950 ₹1.7 L |
| 10.00 | M&L factory made Machine pressed precast concrete interlocking paver block with no pigment any shape and size confirming to IS -15658-2006 of 60 mm thickness M-35 Grade including laid over 25 mm thick sand cushion complete all as specified and directed by Engr -in -Charge. | 328 | Sqm | 720 ₹2.4 L | 700 ₹2.3 L | 730 ₹2.4 L | 700 ₹2.3 L | 750 ₹2.5 L | 900 ₹3.0 L | 700 ₹2.3 L | 650.1 ₹2.1 L | 690 ₹2.3 L | 650 ₹2.1 L | 700 ₹2.3 L |
Tender Value
Refer Docs
EMD Value
₹22,620
Closing Date
11 Feb 2026, 6:00 pmClosed
MAJ MOHAMMED AQIL AZEEM
GE NORTH PATIALA MILITARY ENGINEER SERVICES SANGRUR ROAD PATIALA CANTT
PROVN OF HARDSTANDING INTERLOCKING TILES PATHWAY AND CERTAIN REPAIR TO PCC HARDSTANDING AND PARKING SHEDS AT PATIALA MIL STN
2026_MES_749451_1
GE (N)/TOKEN-92/2025-2026
Open Tender
Civil Works
120 days
PATIALA
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
GE N PATIALA
₹22,620
Yes
23 Mar 2026
21 Jan 2026
13 Feb 2026
21 Jan 2026
11 Feb 2026
4 Feb 2026
Demolition of cement concrete in ground floor/pavings not exceeding 15 deep complete all as specified and as directed
Surface excavation in soft /loose soil not exceeding 30 Cm deep and averaging 15 cm deep and geeting out in soft/loose soil.
Excavating in trenches , n exc 1.5 m depth, for foundation , etc or for shafts , wells cesspit , manholes, pier holes , etc n exc 10 sqm on plan and n exc 1.5 m in depth and getting out complete all as specified and directed.
Returning filling in including ramming and watering in soft/loose soil
Removing excavated soil to a distance not exceeding 50 M in soft/loose soil
Excavating in post holes ( or similar holes) each n exc 0.5 cum , getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers exceeding 25 cm
M&L PCC 1:2:4 using 40 mm graded stone aggregate as for fixing posts, complete all as specified and as directed
M & L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in sub base of flooring complete all as specified and directed.
M&L factory made Machine pressed precast concrete interlocking paver block with no pigment any shape and size confirming to IS -15658-2006 of 80 mm thickness M-40 Grade including laid over 25 mm thick sand cushion complete all as specified and directed by Engr -in -Charge.
M&L factory made Machine pressed precast concrete interlocking paver block with no pigment any shape and size confirming to IS -15658-2006 of 60 mm thickness M-35 Grade including laid over 25 mm thick sand cushion complete all as specified and directed by Engr -in -Charge.
M&L steel work in tubular Pole / Purlin / Rafter including special shaped washer etc complete using ERW or induction but welded tubes conforming to IS 1161 - 1979 grade St - 240 complete all as specified and directed.
M&L Plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed
M&L 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, exc 5cm and n exc 10cm long of 10mm dia
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed with self tapping screws as recommended by manufacturer complete all as specified.
Material & labour for painting to steel surfaces of any description not other wise described over 10cm width or girth with two coats of synthetic enamel paint over a coat of primer incl preparation of new surfaces complete all as specified and directed by Engr-in-charge
M&L Brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius bulit in CM 1:6 all as specified.
M&L for rendering 15 mm thick in cement mortar 1:4 ,, without using extra cement complete all as specified and directed.
M&L for preparing new surfaces of wall and applying Two coat of cement base paint complete all as specified and directed.
M&L for Providing and laying at or near ground level factory made kerb stone of M-25 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. complete all as specified and directed.
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