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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₹19.6 LAccepted-AOC | L1 | Accepted-AOC L1 QUOTED | |
| 2 | L2₹25.0 L+₹5.4 L (27.4%)Rejected-AOC | L2 | Rejected-AOC L2 QUOTED | |
| 3 | L3₹27.0 L+₹7.4 L (37.5%)Rejected-AOC KOTHI NO 901 2ND FLOOR PHASE 3 B2 SAS NAGAR MOHALI 160109 | MOHALI | SAHIBZADA AJIT SINGH NAGAR | PUNJAB | 160109 | L3 | Rejected-AOC L3 QUOTED | |
| 4 | L4₹32.6 L+₹12.9 L (65.8%)Rejected-AOC | L4 | Rejected-AOC L4 QUOTED | |
| 5 | L5₹34.0 L+₹14.4 L (73.2%)Rejected-AOC 368 PHASE 4 SAS NAGAR MOHALI 160059 PB | MOHALI | SAS NAGAR | PUNJAB | 160059 | L5 | Rejected-AOC L5 QUOTED |
| Sl No | Description | Qty | Unit | SARJIT SINGH AND CO. L1 | M/s VARINDER PAL SINGH AND CO L3 | M/S GOYAL ASSOCIATES L2 | Baba Engineers and Contractors L5 | M/s Kang Builders L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Material and labour for repairing pot holes / patches/ edges etc in existing cement concrete pavements by cutting out damaged portion around the pot holes/ edges with mechanical equipment into regular shape, removing the loose material to a distance exc 500 metre but n.exc 1000 m and cleaning the cut out portion with compressed air to remove all foreign materials like dust, dirt, loose aggregates etc, priming the pot holes / patches with special primer recommended by manufacturer and filling with modified elastomeric concrete in proper levelling and shape to flush with the existing slab and joints including necessary form work complete all as specified and directed. (Make : STP/Foscroc/ Tikkitar/ Pidilite/ M/s Sikka India Pvt Ltd/ M/s Choksey Chemicals Pvt Ltd)
NOTE: The Contractor shall provide the safety life jacket for all concerned labour / supervisor and also provide work in progress board / pillar area and follow the rules of airfield all as specified and directed. | 1,100 | 1000 CUBIC CENTIMETRE | 500 ₹5,50,000 | 495 ₹5,44,500 | 500 ₹5,50,000 | 850 ₹9,35,000 | 350 ₹3,85,000 Lowest |
| 2.00 | Material and labour for repairing pot holes / patches/ edges etc in existing cement concrete pavements by cutting out damaged portion around the pot holes/ edges with mechanical equipment into regular shape and cleaning the surface with compressed air/ other mechanical means to remove all dust/ loose particles etc and disposing to a distance exceeding 500 meters but not exceeding 1000 meters and applying one coat of epoxy primer using clean and dry brush, filling with epoxy mortar all as per manufactures instructions in proper levelling and shape to flush with the existing slab and joints including necessary form work complete all as specified and directed. (Make : STP/Foscroc/ Tikkitar/ Pidilite/ M/s Sikka India Pvt Ltd/ M/s Choksey Chemicals Pvt Ltd)
NOTE: The Contractor shall provide the safety life jacket for all concerned labour / supervisor and also provide work in progress board / pillar area and follow the rules of airfield all as specified and directed. | 650 | 1000 CUBIC CENTIMETRE | 270 ₹1,75,500 Lowest | 350 ₹2,27,500 | 350 ₹2,27,500 | 650 ₹4,22,500 | 650 ₹4,22,500 |
| 3.00 | Material and labour for cleaning /racking out cracks/joints of runway and repair to pot holes by making to size exc 12 sqcm by cutting with cutter machine in flexible pavement and removing existing all loose and foreign materials to a distance exceeding 50 mtr but not exc 100mtr, cleaning the surfaces with wire brushes and then cleaning the surface with compressed air using compressor,priming the surfaces with primer Dencote primer 601 as per manufacture direction and filling with epoxy tar compound levelled with trowel complete all as specified and as directed by Engineer in charge. | 1,620 | 1000 CUBIC CENTIMETRE | 400 ₹6,48,000 | 450 ₹7,29,000 | 350 ₹5,67,000 Lowest | 425 ₹6,88,500 | 350 ₹5,67,000 Lowest |
| 4.00 | Material and labour for 16-35mm wide dummy joint repair/ replacement in old concrete pavement (minimum depth 12mm) by Racking out of old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades 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 pacing the backup rod and pouring the sealant. Thereafte filled with closed cell, medium density, cross linked polyethylene foam backup rod of 16-35 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of +/- 30%.Complete all as specified and directed. | 750 | TEN RUNNING METRE | 150 ₹1,12,500 Lowest | 1,100 ₹8,25,000 | 1,100 ₹8,25,000 | 1,200 ₹9,00,000 | 2,000 ₹15,00,000 |
| 5.00 | Material and labour for bringing approved earth including all cost such as royality if any ,transportation, taxes etc; for filling/forming embankment shall be supplied by contractor from out side MOD land of any lead at his own arraangment , complete all as specified and directed by Engineer-in-Charge.
Note: Earth supplied shall be free from vegetation, pebbles /foreign material as approved by Engineer- in Charge. | 700 | CUBIC METRE | 500 ₹3,50,000 | 450 ₹3,15,000 | 300 ₹2,10,000 Lowest | 550 ₹3,85,000 | 300 ₹2,10,000 Lowest |
| 6.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling by mechanical means to achieve 98% maximum dry density and finishing to required size, shape, etc., not exceeding 1.5 m high from base , complete all as specified and directed by Engineer-in-Charge.
Notes: (i) Earth brought in accordance with serial item no.5 shall be picked up and used in this item for embankment and surplus soil after necessary back filling shall be utilised as directed by Engineer- in Charge.
(ii) Initial level shall be taken before execution of earthwork. | 800 | CUBIC METRE | 90 ₹72,000 | 40 ₹32,000 Lowest | 100 ₹80,000 | 50 ₹40,000 | 120 ₹96,000 |
| 7.00 | Rolling and consolidating forming surface with 8 to 12 tone power roller, including filling in soft spots, depression etc which occur during rolling (For portion coming in cutting/original ground only) to required camber and gradient etc including watering before or during rolling complete all as specified and directed by Engineer-in-Charge. | 600 | TEN SQUARE METRE | 72 ₹43,200 | 40 ₹24,000 | 50 ₹30,000 | 30 ₹18,000 Lowest | 100 ₹60,000 |
| 8.00 | Surface derssing /Grass scraping not exceeding 15 cm deep and getting out in soft / loose soil along the runway shoulder including grass vegetation, shrubs and earth work from the edge of runway, taxiway, surrounding blast pans or similar work complete all as specified and directed. and removing the rubbish taken from the site and leaving out side of MoD land, complete all as specified and directed. | 2,500 | SQUARE METRE | 5 ₹12,500 | 1 ₹2,500 Lowest | 5 ₹12,500 | 5 ₹12,500 | 6 ₹15,000 |
| 8.01Notes:- (a). The Contractor may note that 05 Hours of closed slot is available on every Sunday from 0830 hrs to 1330hrs for execution of items of BoQ pertaining to Runway/Taxi/ Apron. The slot is tentative and can be increased/decreased as per availability by the Airport Authoriities. The work is to be executed to the entire satisfication as per contract provisions and best Engineering Practice. A CPM Chart is to be prepared with available slot and kept on record duly signed by the Contractor and Engineer-in-Charge. (b). Minimum two JCBs with needle type hydraulic appratus, two air blower for dismantling & taking out the existing dense asphaltic concrete and four Nos of electric dimond cutter with two electric Gen set required to cut the dense asphalt concrete in required shape and size at flexible portion of runway is to be deployed well before the commencement of the work in slots when ever required. (c). All necessary arrangements for working at night (if permitted) during runway closures will be made by contractor without any extra cost to the Govt. including sufficient light arrangements through Gen set. (d). The entire work on each closures is to be executed at two different locations by deploying two teams of skilled labour alongwith T&P required in each shift of 05 hrs. (e) Contractor shall arrange/provide the safety life jackets for all concerned Trademen, labour and supervisor deployed at site. (f) Contractor shall also provide at site the necessary precautionary Sign boards and Flags. (g) All arrangements shall be made to comply the rules/regulatuons of the airfield aurthorities. (h) The quoted rates shall deem to be included for above provisions and nothing extra shall be admissible on this account. | ||||||||
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
3 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE AF Chandigarh
GE AF Chandigarh,Air force station chandigarh-160003
IMPROVEMENT TO RUNWAY EDGES, REPAIR TO JOINT SLAB, ELASTOMERIC CONCRETE, EPOXY ALONGWITH CERTAIN MISC WORK AT AF STATION CHANDIGARH
2025_MES_712770_1
GE(AF)/CHD/T-18/2025-26
Open Tender
Civil Works
Item Rate
183 days
Chandigarh
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
GE AF Chandigarh
₹80,000
Yes
18 Aug 2025
5 Jun 2025
10 Jul 2025
5 Jun 2025
3 Jul 2025
19 Jun 2025
5 Jun 2025 - 12 Jun 2025
Amount
Material and labour for repairing pot holes / patches/ edges etc in existing cement concrete pavements by cutting out damaged portion around the pot holes/ edges with mechanical equipment into regular shape, removing the loose material to a distance exc 500 metre but n.exc 1000 m and cleaning the cut out portion with compressed air to remove all foreign materials like dust, dirt, loose aggregates etc, priming the pot holes / patches with special primer recommended by manufacturer and filling with modified elastomeric concrete in proper levelling and shape to flush with the existing slab and joints including necessary form work complete all as specified and directed. (Make : STP/Foscroc/ Tikkitar/ Pidilite/ M/s Sikka India Pvt Ltd/ M/s Choksey Chemicals Pvt Ltd) NOTE: The Contractor shall provide the safety life jacket for all concerned labour / supervisor and also provide work in progress board / pillar area and follow the rules of airfield all as specified and directed.
Material and labour for repairing pot holes / patches/ edges etc in existing cement concrete pavements by cutting out damaged portion around the pot holes/ edges with mechanical equipment into regular shape and cleaning the surface with compressed air/ other mechanical means to remove all dust/ loose particles etc and disposing to a distance exceeding 500 meters but not exceeding 1000 meters and applying one coat of epoxy primer using clean and dry brush, filling with epoxy mortar all as per manufactures instructions in proper levelling and shape to flush with the existing slab and joints including necessary form work complete all as specified and directed. (Make : STP/Foscroc/ Tikkitar/ Pidilite/ M/s Sikka India Pvt Ltd/ M/s Choksey Chemicals Pvt Ltd) NOTE: The Contractor shall provide the safety life jacket for all concerned labour / supervisor and also provide work in progress board / pillar area and follow the rules of airfield all as specified and directed.
Material and labour for cleaning /racking out cracks/joints of runway and repair to pot holes by making to size exc 12 sqcm by cutting with cutter machine in flexible pavement and removing existing all loose and foreign materials to a distance exceeding 50 mtr but not exc 100mtr, cleaning the surfaces with wire brushes and then cleaning the surface with compressed air using compressor,priming the surfaces with primer Dencote primer 601 as per manufacture direction and filling with epoxy tar compound levelled with trowel complete all as specified and as directed by Engineer in charge.
Material and labour for 16-35mm wide dummy joint repair/ replacement in old concrete pavement (minimum depth 12mm) by Racking out of old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades 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 pacing the backup rod and pouring the sealant. Thereafte filled with closed cell, medium density, cross linked polyethylene foam backup rod of 16-35 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of +/- 30%.Complete all as specified and directed.
Material and labour for bringing approved earth including all cost such as royality if any ,transportation, taxes etc; for filling/forming embankment shall be supplied by contractor from out side MOD land of any lead at his own arraangment , complete all as specified and directed by Engineer-in-Charge. Note: Earth supplied shall be free from vegetation, pebbles /foreign material as approved by Engineer- in Charge.
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling by mechanical means to achieve 98% maximum dry density and finishing to required size, shape, etc., not exceeding 1.5 m high from base , complete all as specified and directed by Engineer-in-Charge. Notes: (i) Earth brought in accordance with serial item no.5 shall be picked up and used in this item for embankment and surplus soil after necessary back filling shall be utilised as directed by Engineer- in Charge. (ii) Initial level shall be taken before execution of earthwork.
Rolling and consolidating forming surface with 8 to 12 tone power roller, including filling in soft spots, depression etc which occur during rolling (For portion coming in cutting/original ground only) to required camber and gradient etc including watering before or during rolling complete all as specified and directed by Engineer-in-Charge.
Surface derssing /Grass scraping not exceeding 15 cm deep and getting out in soft / loose soil along the runway shoulder including grass vegetation, shrubs and earth work from the edge of runway, taxiway, surrounding blast pans or similar work complete all as specified and directed. and removing the rubbish taken from the site and leaving out side of MoD land, complete all as specified and directed.
Notes:- (a). The Contractor may note that 05 Hours of closed slot is available on every Sunday from 0830 hrs to 1330hrs for execution of items of BoQ pertaining to Runway/Taxi/ Apron. The slot is tentative and can be increased/decreased as per availability by the Airport Authoriities. The work is to be executed to the entire satisfication as per contract provisions and best Engineering Practice. A CPM Chart is to be prepared with available slot and kept on record duly signed by the Contractor and Engineer-in-Charge. (b). Minimum two JCBs with needle type hydraulic appratus, two air blower for dismantling & taking out the existing dense asphaltic concrete and four Nos of electric dimond cutter with two electric Gen set required to cut the dense asphalt concrete in required shape and size at flexible portion of runway is to be deployed well before the commencement of the work in slots when ever required. (c). All necessary arrangements for working at night (if permitted) during runway closures will be made by contractor without any extra cost to the Govt. including sufficient light arrangements through Gen set. (d). The entire work on each closures is to be executed at two different locations by deploying two teams of skilled labour alongwith T&P required in each shift of 05 hrs. (e) Contractor shall arrange/provide the safety life jackets for all concerned Trademen, labour and supervisor deployed at site. (f) Contractor shall also provide at site the necessary precautionary Sign boards and Flags. (g) All arrangements shall be made to comply the rules/regulatuons of the airfield aurthorities. (h) The quoted rates shall deem to be included for above provisions and nothing extra shall be admissible on this account.
M/S GOYAL ASSOCIATES (BID ID -3337553)
M/s VARINDER PAL SINGH AND CO (BID ID -3337163)
M/s Kang Builders (BID ID -3346078)
Baba Engineers and Contractors (BID ID -3338063)
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