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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC 306 SHIV BARI MARG PANCHVATI NAGAR BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹24.6 L+₹59,352.65 (2.47%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹26.2 L+₹2.2 L (9.28%)Rejected-Finance KOHLI NO 17509 GALI KHADDAR BHANDAR WALI BHI WALA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | L3 | Rejected-Finance L3 | |
| 4 | L4₹28.8 L+₹4.8 L (20.0%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹29.8 L+₹5.8 L (24.0%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/s Luxmi Constructions L1 | M/s BALDEV SINGH L2 | M/s BHUPINDRA ENGINEERING WORKS L3 | SIDHU CONSTRUCTIONS L4 | REYANSH GARG AND COMPANY L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition and removal of cement concrete (un-reinforced) in ground floors and pavings exc 15 cm thickness of any description and in any position of runway or rigid pavements complete all as specified and as directed by Engineer in Charge. | 82 | Cum | 180 ₹14,760 Lowest | 500 ₹41,000 | 800 ₹65,600 | 250 ₹20,500 | 450 ₹36,900 |
| 2.00 | Material & Labour for providing 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer complete all as specified and as directed by Engineer in Charge. (Note:- No additional amount is admissible for overlap) | 2.8 | Cum | 540 ₹1,512 | 750 ₹2,100 | 450 ₹1,260 Lowest | 720 ₹2,016 | 750 ₹2,100 |
| 3.00 | Supply and laying 400 micron polythene film as per IS-2508, white colour, laid over sand layer including all necessary cutting, overlaps not less than 300mm and waste complete all as specified and directed by the Engineer in Charge. (Note:- (i) The rates for overlaps shall be deemed to be included in the quoted rate by the bidder and it shall not be measured separately. (ii) Sand layer shall be measured and paid separately.) | 280 | Sqm | 72 ₹20,160 Lowest | 100 ₹28,000 | 100 ₹28,000 | 150 ₹42,000 | 110 ₹30,800 |
| 4.00 | Material & Labour for Providing Pavement Quality Concrete (PQC) min 28 days field flexural strength 45 kg/sqcm or 4.5 Mpa, aggregate garadation as per Table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using min 360 Kg/Cum of cement with non-circular, virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, min melting temp as 240 degree Celsius and min tensile strength of 300 MPa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of min 7.50 m width, including curing and tining by texturing cum curing machine. Complete all as specified and directed. Required surface texturing to be done as specified in clause 10.1.14 and Table of IRC 15-2017. (Note:- Min thickness shall be 295mm as directed by Engineer in Charge) | 82 | Cum | 6,840 ₹5,60,880 | 5,900 ₹4,83,800 | 5,250 ₹4,30,500 Lowest | 7,500 ₹6,15,000 | 6,500 ₹5,33,000 |
| 5.00 | Supply only non-circular synthetic fiber 6/12mm long design for meeting point of 240-260 Degree Celsius as secondary reinforcement (Recron-3s from Reliance Industries Ltd) Complete all as specified and directed by Engineer in Charge. | 82 | Kg | 270 ₹22,140 Lowest | 350 ₹28,700 | 400 ₹32,800 | 450 ₹36,900 | 380 ₹31,160 |
| 6.00 | Material & Labour forming 10mm wide and 25 mm deep construction joints filled with polyurethane joint sealant compounds using mechanical means to a minimum depth of 10mm and priming the sides, provision of closed cell polyethylene back up rod 12 mm dia and minimum and applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied complete all as specified and directed by Engineer in Charge. | 9 | X RM | 2,970 ₹26,730 | 2,000 ₹18,000 | 1,000 ₹9,000 Lowest | 2,250 ₹20,250 | 2,300 ₹20,700 |
| 7.00 | Demolition and removal of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) of any description and in any position of runway or pavements complete all as specified and directed by Engineer in Charge. | 445 | Cum | 99 ₹44,055 Lowest | 137 ₹60,965 | 100 ₹44,500 | 175 ₹77,875 | 100 ₹44,500 |
| 8.00 | Material & Labour for PCC 1:4:8 type D2, using 40mm graded aggregate as in mass concete or under pavings and like etc, all as specified and directed by Engineer in Charge. | 256 | Cum | 1,980 ₹5,06,880 | 2,300 ₹5,88,800 | 2,500 ₹6,40,000 | 1,700 ₹4,35,200 Lowest | 3,000 ₹7,68,000 |
| 9.00 | Material & Labour for PCC 1:2:4 type B1, using 20mm graded stone aggregate 75 mm thick in floor,hard standing, pavings etc finished even and smooth without using extra cement, including cutting of joints at every 3mtr complete all as specified and directed by Engineer in Charge. | 2,965 | Sqm | 270 ₹8,00,550 | 250 ₹7,41,250 Lowest | 350 ₹10,37,750 | 400 ₹11,86,000 | 380 ₹11,26,700 |
| 10.00 | Material & Labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 grade with grey cement and pigment complete all as specified and as directed by Engineer in Charge. | 450 | Sqm | 837 ₹3,76,650 | 1,000 ₹4,50,000 | 700 ₹3,15,000 Lowest | 920 ₹4,14,000 | 800 ₹3,60,000 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
16 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
HQ CWE (AF) Bhisiana
HQ CWE (AF) Bhisiana AF Station Bhisiana PIN-151201
REPAIR OF PQC SLABS, PCC NLB OF PTT LINK AND LOOP INLCUDINGOTHER CONNECTED ITEMS IN TECH AREA AT AF STN BHISIANA
2025_MES_721622_1
CWE(BHI)/BHI-22/2025-2026
Open Tender
Civil Works
Works
Bhisiana
As per Tender Documents
8 documents required · 8 mandatory
₹500
GE (AF) Bhisiana
₹80,000
Yes
24 Sept 2025
21 Jul 2025
18 Aug 2025
21 Jul 2025
16 Aug 2025
4 Aug 2025
21 Jul 2025 - 25 Jul 2025
Amount
Demolition and removal of cement concrete (un-reinforced) in ground floors and pavings exc 15 cm thickness of any description and in any position of runway or rigid pavements complete all as specified and as directed by Engineer in Charge.
Material & Labour for providing 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer complete all as specified and as directed by Engineer in Charge. (Note:- No additional amount is admissible for overlap)
Supply and laying 400 micron polythene film as per IS-2508, white colour, laid over sand layer including all necessary cutting, overlaps not less than 300mm and waste complete all as specified and directed by the Engineer in Charge. (Note:- (i) The rates for overlaps shall be deemed to be included in the quoted rate by the bidder and it shall not be measured separately. (ii) Sand layer shall be measured and paid separately.)
Material & Labour for Providing Pavement Quality Concrete (PQC) min 28 days field flexural strength 45 kg/sqcm or 4.5 Mpa, aggregate garadation as per Table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using min 360 Kg/Cum of cement with non-circular, virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, min melting temp as 240 degree Celsius and min tensile strength of 300 MPa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of min 7.50 m width, including curing and tining by texturing cum curing machine. Complete all as specified and directed. Required surface texturing to be done as specified in clause 10.1.14 and Table of IRC 15-2017. (Note:- Min thickness shall be 295mm as directed by Engineer in Charge)
Supply only non-circular synthetic fiber 6/12mm long design for meeting point of 240-260 Degree Celsius as secondary reinforcement (Recron-3s from Reliance Industries Ltd) Complete all as specified and directed by Engineer in Charge.
Material & Labour forming 10mm wide and 25 mm deep construction joints filled with polyurethane joint sealant compounds using mechanical means to a minimum depth of 10mm and priming the sides, provision of closed cell polyethylene back up rod 12 mm dia and minimum and applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied complete all as specified and directed by Engineer in Charge.
Demolition and removal of cement concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) of any description and in any position of runway or pavements complete all as specified and directed by Engineer in Charge.
Material & Labour for PCC 1:4:8 type D2, using 40mm graded aggregate as in mass concete or under pavings and like etc, all as specified and directed by Engineer in Charge.
Material & Labour for PCC 1:2:4 type B1, using 20mm graded stone aggregate 75 mm thick in floor,hard standing, pavings etc finished even and smooth without using extra cement, including cutting of joints at every 3mtr complete all as specified and directed by Engineer in Charge.
Material & Labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 grade with grey cement and pigment complete all as specified and as directed by Engineer in Charge.
Material & Labour for 25mm thick sand cushioning under floors or in foundation including watering and consolidation complete all as specified and as directed by Engineer in Charge.
Matarial & Labour for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in bands, coping, bed plate etc including weathering slightly chamfered or rounded angles including necessary form work, if any, and finishing exposed surfaces even and smooth using extra cement complete all as specified as directed by Engineer in Charge.
M/s BALDEV SINGH (BID ID -3387781)
M/s BHUPINDRA ENGINEERING WORKS (BID ID -3388482)
SIDHU CONSTRUCTIONS (BID ID -3387359)
REYANSH GARG AND COMPANY (BID ID -3393070)
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