Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-AOC 12 MALIKPUR GURDASPUR ROAD SARNA PATHANKOT PUNJAB 145025 | PATHANKOT | PUNJAB | 145025 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹30.2 L+₹38,073.48 (1.27%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹33.1 L+₹3.3 L (10.9%)Rejected-Finance 1ST FLOOR GURJEET MARKET DHANGU ROAD | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹35.6 L+₹5.7 L (19.1%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹39.7 L+₹9.8 L (32.9%)Rejected-Finance FRIENDS COLONY STREET A DHANGU ROAD PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Vijay Kumar Contractor and Engineers L3 | M/S SINGH AND ASSOCIATES L5 | A R ENTERPRISES L8 | new hi tech engineers and contractors L1 | SRM BUILDERS AND ENGINERS PVT.LIMITTED L10 | kewal builders L6 | PARVINDER BHARDWAJ L7 | Surya & Gautam Builders L4 | M/s Shakti Electric Works L9 | M/S P.S CONSTRUCTION CO L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Concrete of any description and in any position not otherwise specifically provided for ground floors and pavings of any thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge. | 162 | Cum | 500 ₹81,000 | 1,000 ₹1,62,000 | 1,200 ₹1,94,400 | 800 ₹1,29,600 | 1,500 ₹2,43,000 | 1,200 ₹1,94,400 | 1,000 ₹1,62,000 | 296 ₹47,952 | 200 ₹32,400 Lowest | 1,000 ₹1,62,000 |
| 2.00 | Material and labour for 350mm thick pavement quality concrete (PQC) work in pavement of flexural strength 45kg/sqcm (lower control limit) in field using min cement content as per Design Mix but not less than 400 kg OPC cement per cum with crushed graded stone aggregate, Combined grading of coarse & fine Aggregate as Per MORTH Table 600-3 and super plastisizer, required as per design mix ( as Per IRC V th revision) mixed with and including triangular/ non circular synthetic fibre reinforcement min. 12mm length @ 0.25% by weight of cement , spread and compacted by using surface vibratory, screeder and flouters as approved by GE and all as specified and including necessary T & P for bull nosing , rounding of edges and finishing the surfaces by mechanical brooming /belting , curring etc , cured with curing compound as per recommendation of Auth approving design mix complete all as specified and directed by Engineer-in-Charge. Note:- Cost of admixture ( super plasticizer ) and curing compound are inclusive in the cost of Quoted above. The recron shall be measured and paid sepearayely. | 162 | Cum | 7,500 ₹12,15,000 Lowest | 8,500 ₹13,77,000 | 9,500 ₹15,39,000 | 8,786 ₹14,23,332 | 9,500 ₹15,39,000 | 9,000 ₹14,58,000 | 9,500 ₹15,39,000 | 10,096 ₹16,35,552 | 13,000 ₹21,06,000 | 8,000 ₹12,96,000 |
| 3.00 | Material and labour for 10mm thick (compacted thickness) layer of sand filling, spread, levelled and rammed including watering and consolidating finished to required profile complete all as specified and directed by Engineer-in-Charge. | 4.63 | Cum | 1,000 ₹4,630 | 900 ₹4,167 | 1,000 ₹4,630 | 648.06 ₹3,000.52 Lowest | 1,000 ₹4,630 | 950 ₹4,398.5 | 1,000 ₹4,630 | 996 ₹4,611.48 | 5,000 ₹23,150 | 2,000 ₹9,260 |
| 4.00 | Polyethlene film 400 micron black spread and laid over sand layer with minimum 15 cm side and ends laps as per IS-2508 complete all as specified and directed by Engineer-in-Charge.
(Note : Net measurement shall be measured without any allowance of overlaps). | 463 | Sqm | 40 ₹18,520 | 50 ₹23,150 | 100 ₹46,300 | 32 ₹14,816 Lowest | 200 ₹92,600 | 100 ₹46,300 | 200 ₹92,600 | 96 ₹44,448 | 2,500 ₹11,57,500 | 100 ₹46,300 |
| 5.00 | Supply only Polyester triangular/non-circular synthetic fibre 12 mm size recron 3S @1Kg/Cum of concrete conforming to type -II fibre under ASTMC:1116-89 having tensile strength 4000 to 6000 Kg/Sqm at acting point 250 degree entigrate, complete all as specified and directed by Engineer-in-Charge. | 162 | Kg | 500 ₹81,000 | 100 ₹16,200 Lowest | 100 ₹16,200 Lowest | 120 ₹19,440 | 200 ₹32,400 | 150 ₹24,300 | 100 ₹16,200 Lowest | 996 ₹1,61,352 | 250 ₹40,500 | 500 ₹81,000 |
| 6.00 | Material and labour for forming 25mm wide expansion joint filled with compressible synthetic filler board for complete depth of joint 350mm, i.e the thickness of slab, provision of closed cell backup rod 30mm dia, filled with polyurethane sealant (min depth of sealant above back up rod shall be of 15mm), complying with BS 5212,BS 4254, and EN 41875-2003, priming the sides min MAF+ 30% with ten years performanance guarantee and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing tha masking tape after sealant is applied by mechanical means all as shown on drawing complete all as specified and directed by Engineer-in-Charge. | 11 | XRM | 1,100 ₹12,100 Lowest | 2,000 ₹22,000 | 2,200 ₹24,200 | 1,250 ₹13,750 | 2,500 ₹27,500 | 2,500 ₹27,500 | 2,000 ₹22,000 | 1,596 ₹17,556 | 12,000 ₹1,32,000 | 9,000 ₹99,000 |
| 7.00 | Material and labour for forming dummy joint of 115 mm depth of slab and 3mm wide initial cut of 8 mm wide x 25mm deep (using diamond cutter) providing backup rod 10mm dia and sealed with polyurethane sealant (min depth of sealant 12mm upto a depth of 30 mm beyond 30 mm depth and remaining full depth of 85 mm the joint size will be 3 mm wide cut with diamond cutter )complying with BS 5212,BS 4254, and EN 41875-2003, priming the sides min MAF+ 30% with ten years performanance guarantee and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing tha masking tape after sealant is applied by mechanical means all as shown on drawing complete all as specified and directed by Engineer-in-Charge. | 16 | XRM | 700 ₹11,200 Lowest | 1,500 ₹24,000 | 2,200 ₹35,200 | 1,250 ₹20,000 | 2,500 ₹40,000 | 1,600 ₹25,600 | 2,000 ₹32,000 | 2,596 ₹41,536 | 15,000 ₹2,40,000 | 5,000 ₹80,000 |
| 8.00 | Material and labour for forming construction joint 25mm deep and 10mm wide (Using diamond cutter) providing polythene backup rod 12mm dia and sealed with polyurethane sealant (min depth of sealant 12mm) complying with BS 5212,BS 4254, and EN 41875-2003, priming the sides min MAF+ 30% with ten years performanance guarantee and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing tha masking tape after sealant is applied by mechanical means all as shown on drawing complete all as specified and directed by Engineer-in-Charge. | 22 | XRM | 700 ₹15,400 Lowest | 1,500 ₹33,000 | 2,200 ₹48,400 | 1,300 ₹28,600 | 2,500 ₹55,000 | 1,600 ₹35,200 | 2,000 ₹44,000 | 1,496 ₹32,912 | 18,000 ₹3,96,000 | 4,000 ₹88,000 |
| 9.00 | Removing demolished material exc. 5 km and depositing outside the Air Force cantonment area complete all as specified and directed by Engineer-in-Charge. | 162 | Cum | 600 ₹97,200 | 500 ₹81,000 | 600 ₹97,200 | 250 ₹40,500 | 300 ₹48,600 | 1,600 ₹2,59,200 | 150 ₹24,300 Lowest | 196 ₹31,752 | 500 ₹81,000 | 150 ₹24,300 Lowest |
| 10.00 | Excavation/clearance of mud/ Vegetation from mansoon drains not exceeding 1.50m wide not exceeding 1.50m in depth and getting out complete including removing of old slabs and refixing the slabs in the same position after removal of Mud/vegetation , all as specified and directed by Engr-in-Charge. | 1,500 | Cum | 300 ₹4,50,000 | 400 ₹6,00,000 | 500 ₹7,50,000 | 100 ₹1,50,000 Lowest | 600 ₹9,00,000 | 500 ₹7,50,000 | 800 ₹12,00,000 | 196 ₹2,94,000 | 200 ₹3,00,000 | 100 ₹1,50,000 Lowest |
Tender Value
₹40.0 L
EMD Value
₹80,000
Closing Date
13 Jun 2025, 6:00 pmClosed
Sh Mahajan Singh
GE (AF) Pathankot
REPAIR TO MOONSOON DRAIN SIDE BERM SIGN BOARDS SWT GRATING AND PQC SLABS OF RUNWAY AND TAXI TRACK IN TECHNICAL AREA AT AIR FORCE STATION PATHANKOT
2025_MES_710002_1
GE/PAF-07/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE (AF) Pathankot
As per NIT
9 documents required · 9 mandatory
₹500
Yes
GE (AF) Pathankot
₹80,000
Yes
22 Aug 2025
23 May 2025
16 Jun 2025
23 May 2025
13 Jun 2025
6 Jun 2025
Amount
Demolition of Concrete of any description and in any position not otherwise specifically provided for ground floors and pavings of any thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.
Material and labour for 350mm thick pavement quality concrete (PQC) work in pavement of flexural strength 45kg/sqcm (lower control limit) in field using min cement content as per Design Mix but not less than 400 kg OPC cement per cum with crushed graded stone aggregate, Combined grading of coarse & fine Aggregate as Per MORTH Table 600-3 and super plastisizer, required as per design mix ( as Per IRC V th revision) mixed with and including triangular/ non circular synthetic fibre reinforcement min. 12mm length @ 0.25% by weight of cement , spread and compacted by using surface vibratory, screeder and flouters as approved by GE and all as specified and including necessary T & P for bull nosing , rounding of edges and finishing the surfaces by mechanical brooming /belting , curring etc , cured with curing compound as per recommendation of Auth approving design mix complete all as specified and directed by Engineer-in-Charge. Note:- Cost of admixture ( super plasticizer ) and curing compound are inclusive in the cost of Quoted above. The recron shall be measured and paid sepearayely.
Material and labour for 10mm thick (compacted thickness) layer of sand filling, spread, levelled and rammed including watering and consolidating finished to required profile complete all as specified and directed by Engineer-in-Charge.
Polyethlene film 400 micron black spread and laid over sand layer with minimum 15 cm side and ends laps as per IS-2508 complete all as specified and directed by Engineer-in-Charge. (Note : Net measurement shall be measured without any allowance of overlaps).
Supply only Polyester triangular/non-circular synthetic fibre 12 mm size recron 3S @1Kg/Cum of concrete conforming to type -II fibre under ASTMC:1116-89 having tensile strength 4000 to 6000 Kg/Sqm at acting point 250 degree entigrate, complete all as specified and directed by Engineer-in-Charge.
Material and labour for forming 25mm wide expansion joint filled with compressible synthetic filler board for complete depth of joint 350mm, i.e the thickness of slab, provision of closed cell backup rod 30mm dia, filled with polyurethane sealant (min depth of sealant above back up rod shall be of 15mm), complying with BS 5212,BS 4254, and EN 41875-2003, priming the sides min MAF+ 30% with ten years performanance guarantee and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing tha masking tape after sealant is applied by mechanical means all as shown on drawing complete all as specified and directed by Engineer-in-Charge.
Material and labour for forming dummy joint of 115 mm depth of slab and 3mm wide initial cut of 8 mm wide x 25mm deep (using diamond cutter) providing backup rod 10mm dia and sealed with polyurethane sealant (min depth of sealant 12mm upto a depth of 30 mm beyond 30 mm depth and remaining full depth of 85 mm the joint size will be 3 mm wide cut with diamond cutter )complying with BS 5212,BS 4254, and EN 41875-2003, priming the sides min MAF+ 30% with ten years performanance guarantee and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing tha masking tape after sealant is applied by mechanical means all as shown on drawing complete all as specified and directed by Engineer-in-Charge.
Material and labour for forming construction joint 25mm deep and 10mm wide (Using diamond cutter) providing polythene backup rod 12mm dia and sealed with polyurethane sealant (min depth of sealant 12mm) complying with BS 5212,BS 4254, and EN 41875-2003, priming the sides min MAF+ 30% with ten years performanance guarantee and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surface to give neat finish to sealant and removing tha masking tape after sealant is applied by mechanical means all as shown on drawing complete all as specified and directed by Engineer-in-Charge.
Removing demolished material exc. 5 km and depositing outside the Air Force cantonment area complete all as specified and directed by Engineer-in-Charge.
Excavation/clearance of mud/ Vegetation from mansoon drains not exceeding 1.50m wide not exceeding 1.50m in depth and getting out complete including removing of old slabs and refixing the slabs in the same position after removal of Mud/vegetation , all as specified and directed by Engr-in-Charge.
Removing excavated material not exceeding 50m and deposited where directed by Engr-in-Charge at a level not exceeding 1.50m above starting point, complete all as specified and directed by Engineer-in-Charge.
Material and Labour for bringing extra earth if required from outside ministry of defence (MOD) land at a distance exc 250 m for filling and raising (or lowering) earth, spreading in layer not exc 25 cm thick, watering, compacting and Rolling with a roller of capacity of 8-10 tonne and finishing to required gradient/ shape and deposited where complete all as specified and directed by Engr-In-Charge.
3 mm thick aluminium composite panel (ACP) sign board of different size with retro reflective coloured cover tape of approved make including letters, numbers, symbols etc completed all as specified and directed by Engr-in-Charge including the followings:- (i) Frame made of 38x38 outer dia square hollow section of thickness 4.05mm including necessary welding, bolting and fixing of ACP board to frame made by as per direction of Engr-in-charge. (ii) Vertical post made by MS square hollow section of 38x38 outer dia and 4.05 mm thick including necessary welding and fixing to frame and no of post as per site requirement of length upto 1.00 mtr of ms section. (iii) Excavation in post holes, emedded in ground upto 0.5m in depth in cement concrete 1:2:4 using 20mm graded crushed stone aggregate with two or more vertical post as required on site and support of frame with board backbone to prevent disintegration during strom complete all as specified and directed by Engr-in-Charge. (iv) All MS work should be painting in two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified. (v) Mode of measurement should be length and width of ACP sheet only.
M/S P.S CONSTRUCTION CO (BID ID -3320928)
Vijay Kumar Contractor and Engineers (BID ID -3320785)
Surya & Gautam Builders (BID ID -3322120)
M/S SINGH AND ASSOCIATES (BID ID -3322150)
kewal builders (BID ID -3322374)
PARVINDER BHARDWAJ (BID ID -3322190)
A R ENTERPRISES (BID ID -3322517)
M/s Shakti Electric Works (BID ID -3322045)
SRM BUILDERS AND ENGINERS PVT.LIMITTED (BID ID -3321818)
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .