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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.8 LAccepted-AOC 306 SHIV BARI MARG PANCHVATI NAGAR BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹64.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹68 L+₹3.2 L (4.94%)Rejected-Finance | ₹68 L+₹3.2 L (4.94%) | L2 | Rejected-Finance L2 |
| 3 | L3₹68.1 L+₹3.3 L (5.09%)Rejected-Finance | ₹68.1 L+₹3.3 L (5.09%) | L3 | Rejected-Finance L3 |
| 4 | L4₹69.1 L+₹4.3 L (6.64%)Rejected-Finance | ₹69.1 L+₹4.3 L (6.64%) | L4 | Rejected-Finance L4 |
| 5 | L5₹69.8 L+₹5.0 L (7.67%)Rejected-Finance | ₹69.8 L+₹5.0 L (7.67%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Goyal Enterprises L3 | M/s DHEERAJ JAIN CONSTRUCTION COMPANY L5 | M/s Luxmi Constructions L1 | RAGHU NATH GOYAL CONTRACTOR L2 | R K GOYAL AND CO L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition and removal of cement concrete (un-reinforced) in ground floors and pavings of any description and in any position of runway or rigid pavements complete all as specified and as directed by Engineer in Charge. | 80 | Cum | 345 ₹27,600 Lowest | 500 ₹40,000 | 900 ₹72,000 | 800 ₹64,000 | 1,505 ₹1,20,400 |
| 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 | 2,100 ₹5,880 | 1,000 ₹2,800 Lowest | 1,080 ₹3,024 | 1,000 ₹2,800 Lowest | 1,205 ₹3,374 |
| 3.00 | Supply and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed by Engr-in-Charge. (Note:- (i) The rates for laps 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.) | 270 | Sqm | 610 ₹1,64,700 | 200 ₹54,000 | 144 ₹38,880 Lowest | 250 ₹67,500 | 155 ₹41,850 |
| 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. Required surface texturing to be done as specified in clause 10.1.14 and Table of IRC 15-2017 complete all as specified and as directed by Engr-in-Charge. (Note:- Min thickness shall be 295mm as directed by Engineer in Charge) | 80 | Cum | 9,890 ₹7,91,200 | 13,500 ₹10,80,000 | 9,891 ₹7,91,280 | 10,000 ₹8,00,000 | 9,805 ₹7,84,400 Lowest |
| 5.00 | Supply only Polyester triangular synthetic fiber 6/12mm long with circum circle diameter of 30-35 micron,design for meeting point of 240-260 Degree Celsius having specific gravity 1.34-1.40 as secondary reinforcement in all types of concrete and mortars Complete all as specified and directed by Engineer in Charge. | 80 | Kg | 415 ₹33,200 | 100 ₹8,000 Lowest | 360 ₹28,800 | 400 ₹32,000 | 405 ₹32,400 |
| 6.00 | Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges, Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breaker tape on top of backup rod for complete width of the joint and filled with polyurethane based sealan complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +1- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete all as specified and directed by Engr-in-Charge. | 12 | X RM | 570 ₹6,840 Lowest | 5,000 ₹60,000 | 1,800 ₹21,600 | 1,700 ₹20,400 | 2,005 ₹24,060 |
| 7.00 | Demolition of cement concrete (un-reinforced) n exc 15 cm thickness (below or above gound level) of any description and in any position complete all as specified and directed by Engineer in Charge. | 686 | Cum | 290 ₹1,98,940 Lowest | 500 ₹3,43,000 | 594 ₹4,07,484 | 800 ₹5,48,800 | 755 ₹5,17,930 |
| 8.00 | Material & Labour for PCC 1:4:8 type D2, (using 40mm graded aggregate) 75mm thick as in sub base, floors and pavings and like etc, complete all as specified and directed by Engineer in Charge. | 4,748 | Sqm | 470 ₹22,31,560 | 500 ₹23,74,000 | 360 ₹17,09,280 Lowest | 375 ₹17,80,500 | 385 ₹18,27,980 |
| 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. | 4,400 | Sqm | 670 ₹29,48,000 | 600 ₹26,40,000 Lowest | 666 ₹29,30,400 | 690 ₹30,36,000 | 705 ₹31,02,000 |
| 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. | 348 | Sqm | 1,050 ₹3,65,400 | 1,000 ₹3,48,000 Lowest | 1,287 ₹4,47,876 | 1,200 ₹4,17,600 | 1,205 ₹4,19,340 |
Tender Value
₹65 L
EMD Value
₹1.2 L
Closing Date
10 Aug 2026, 6:00 pmClosed
CWE (AF) BHISIANA
HQ CWE (AF) BHISIANA
REPAIR OF PQC SLABS, PCC NLB OF PTT LINK AND LOOP INLCUDINGOTHER CONNECTED ITEMS IN TECH AREA AT AF STN BHISIANA
2026_MES_778546_1
CWE(BHI)/BHI-52/2026-27
Open Tender
Civil Works
Works
120 days
BHISIANA
Not Applicable
8 documents required · 8 mandatory
₹1,000
GE (AF) BHISIANA
₹1.2 L
Yes
3 Sept 2026
14 Jul 2026
12 Aug 2026
14 Jul 2026
10 Aug 2026
4 Aug 2026
14 Jul 2026 - 20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition and removal of cement concrete (un-reinforced) in ground floors and pavings of any description and in any position of runway or rigid pavements complete all as specified and as directed by Engineer in Charge. | 80 | Cum | - | - |
| 2 | 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 | - | - |
| 3 | Supply and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed by Engr-in-Charge. (Note:- (i) The rates for laps 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.) | 270 | Sqm | - | - |
| 4 | 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. Required surface texturing to be done as specified in clause 10.1.14 and Table of IRC 15-2017 complete all as specified and as directed by Engr-in-Charge. (Note:- Min thickness shall be 295mm as directed by Engineer in Charge) | 80 | Cum | - | - |
| 5 | Supply only Polyester triangular synthetic fiber 6/12mm long with circum circle diameter of 30-35 micron,design for meeting point of 240-260 Degree Celsius having specific gravity 1.34-1.40 as secondary reinforcement in all types of concrete and mortars Complete all as specified and directed by Engineer in Charge. | 80 | Kg | - | - |
| 6 | Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges, Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breaker tape on top of backup rod for complete width of the joint and filled with polyurethane based sealan complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +1- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete all as specified and directed by Engr-in-Charge. | 12 | X RM | - | - |
| 7 | Demolition of cement concrete (un-reinforced) n exc 15 cm thickness (below or above gound level) of any description and in any position complete all as specified and directed by Engineer in Charge. | 686 | Cum | - | - |
| 8 | Material & Labour for PCC 1:4:8 type D2, (using 40mm graded aggregate) 75mm thick as in sub base, floors and pavings and like etc, complete all as specified and directed by Engineer in Charge. | 4,748 | Sqm | - | - |
| 9 | 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. | 4,400 | Sqm | - | - |
| 10 | 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. | 348 | Sqm | - | - |
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