Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.9 LAccepted-Finance | ₹30.9 L | L1 | Accepted-Finance BEING LOWEST BIDDER |
| 2 | L2₹31.6 L+₹64,150 (2.08%)Rejected-Finance | ₹31.6 L+₹64,150 (2.08%) | L2 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 3 | L3₹33.2 L+₹2.3 L (7.46%)Rejected-Finance E 30 RAJIV NAGAR BEGUMPUR NEW DELHI 110086 | NEW DELHI | NEW DELHI | DELHI | 110086 | ₹33.2 L+₹2.3 L (7.46%) | L3 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 4 | L4₹33.4 L+₹2.5 L (8.04%)Rejected-Finance | ₹33.4 L+₹2.5 L (8.04%) | L4 | Rejected-Finance NOT BEING LOWEST BIDDER |
| 5 | L5₹35.0 L+₹4.1 L (13.2%)Rejected-Finance | ₹35.0 L+₹4.1 L (13.2%) | L5 | Rejected-Finance NOT BEING LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/s R K Associates L5 | M/s RAAJSHREE INFRA L4 | M/S IQRA CONSTRUCTION L1 | M/s BHAGIRATH INFRA & ALLIED WORKS L2 | GIAN ENGINEERS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for cultivating/ploughing on an average 30cm depth of shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed. | 20,000 | Sqm | 15 ₹3,00,000 | 13.55 ₹2,71,000 | 13 ₹2,60,000 | 10 ₹2,00,000 Lowest | 13.5 ₹2,70,000 |
| 2.00 | M&L for cultivating/ploughing on an average 30cm depth of other than shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed. | 10,000 | Sqm | 16 ₹1,60,000 | 16.3 ₹1,63,000 | 13 ₹1,30,000 | 12 ₹1,20,000 Lowest | 16.5 ₹1,65,000 |
| 3.00 | Rolling and consolidating formation surfaces of runway shoulders by using with power roller capacity 8 to 10 tonne complete all as specified and directed. | 3,000 | Per 10 Sqm | 16 ₹48,000 | 23.65 ₹70,950 | 20 ₹60,000 | 15 ₹45,000 Lowest | 23.5 ₹70,500 |
| 4.00 | M&L for arrangement of approved earth (soft soil) within premises of MoD land and forming embankments including raising (or lowering) earth, spreading in layers not exc 25cm as required at site, watering, ramming and rolling by penumatic roller or static/power roller cap 8 to 12 tonne complete all as specified and directed. | 350 | Cum | 250 ₹87,500 Lowest | 351 ₹1,22,850 | 550 ₹1,92,500 | 250 ₹87,500 Lowest | 350 ₹1,22,500 |
| 5.00 | M & L for cutting the edges of existing joints with suitable machine by racking out old sealing compound from existing joints of tarmac of size 8mm to 12mm wide and 25mm deep as directed by special tools like cutting blades / grinder machines (use of hammers is prohibited as it damages the edges) and removing old unserviceable filled sealing compound from the joints by means of compressed air using hand blower including disposal of the same to a distance of 500m from the edge of runway as directed and repair of joints by epoxy wherever required and fill the joints by mechanical means as per following process: -
(i) Provision of back-up polyethylene rod of 10mm dia suitable to be inserted in the joint tightly as specified.
(ii) Provision of adequate masking tape on either sides of joint to avoid spillage on concrete surface before applying joint sealant and removing the same after sealing of joints.
(iii) Supplying and filling of sealing compound properly for a depth of 15mm as specified after application of suitable primer as directed.
(The finished level of sealed joints shall be on an average 3 mm below the top surface of slabs.)
NOTE: - Sealing compound shall be Bostik "Seal N flex -Premium P 795', Bostik Polyurethane sealent of grey colour conforming to BS-5212 with minimum movement accommodation factor of (+ -) 50% when tested as per ASTM C-920 & ASTM C1248/ M/S Choksey Chemicals Pvt. Ltd. / M/S STP Ltd. as approved. The sealent shall have shore 'A' hardness >/= 35 as per manufacturer's instructions and as directed. | 705 | 10 RM | 1,900 ₹13,39,500 | 1,601 ₹11,28,705 | 1,550 ₹10,92,750 Lowest | 1,900 ₹13,39,500 | 1,600 ₹11,28,000 |
| 6.00 | Ditto all as per item No 05 given here-in-before but joints of width 13mm to 17mm and 28 mm deep (alongwith 12/15 mm dia back-up polyethylne rod) complete all as specified and directed. | 180 | 10RM | 2,150 ₹3,87,000 | 1,952 ₹3,51,360 | 1,850 ₹3,33,000 Lowest | 2,000 ₹3,60,000 | 1,950 ₹3,51,000 |
| 7.00 | Ditto all as per item No 05 above but joints of width 18mm to 22mm and 40 mm deep (alongwith 20 mm dia backer polyethylne rod) complete all as specified and directed. | 60 | 10RM | 2,300 ₹1,38,000 | 2,505 ₹1,50,300 | 2,000 ₹1,20,000 | 1,600 ₹96,000 Lowest | 2,500 ₹1,50,000 |
| 8.00 | M & L for filling of pot holes of size 20mm dia and 20mm deep in concrete surface and filling as per following process:-
(i) Cleaning of surface by means of wire brush and removing the dust by means of compressed air.
(ii) Bostik ERM / M/S Choksey Chemicals Pvt. Ltd. / M/S STP Ltd as approved epoxy resin mortar as per manufacturer's instructions after application of epoxy resin primer with and including necessary form work complete all as specified and directed. | 1,200 | Each | 45 ₹54,000 | 60.5 ₹72,600 | 50 ₹60,000 | 40 ₹48,000 Lowest | 60 ₹72,000 |
| 9.00 | M&L for neatly cutting the cracks on flexible pavements by chiselling machine / diamond cutter including cleaning the cracks by brushing with wire brushes for removing caked mud and using air blowers for removing loose dirt debris etc. and providing "RUNPHALT" bitumen tubing / rope, elastomeric, liquefiable, self levelling sealent, by inserting the same into the cleaned cracks by suitable means like screw drivers and and subsequently melling it using heating process touchong it continously (without removing the plastic wraps) until it liqiflies and fills in the voids of cracks fully until the pavement surfce for the 6-7 mm wide cracks complete all as per specified and directed. | 350 | RM | 545 ₹1,90,750 | 555.5 ₹1,94,425 | 380 ₹1,33,000 | 350 ₹1,22,500 Lowest | 550 ₹1,92,500 |
| 10.00 | M&L for neatly cutting the cracks on flexible pavements by chiselling machine / diamond cutter including cleaning the cracks by brushing with wire brushes for removing caked mud and using air blowers for removing loose dirt debris etc. and providing "RUNPHALT" bitumen tubing / rope, elastomeric, liquefiable, self levelling sealent, by inserting the same into the cleaned cracks by suitable means like screw drivers and and subsequently melling it using heating process touchong it continously (without removing the plastic wraps) until it liqiflies and fills inthe voids of cracks fully until the pavement surfce for the 10-12 mm wide cracks complete all as per specified and directed. | 450 | RM | 645 ₹2,90,250 | 651 ₹2,92,950 | 480 ₹2,16,000 Lowest | 500 ₹2,25,000 | 650 ₹2,92,500 |
Tender Value
₹36 L
EMD Value
₹72,000
Closing Date
26 Aug 2026, 6:00 pmClosed
GE (AF) BKT
GE (AF) BKT, LUCKNOW
REPAIR TO RUNWAY SHOULDERS CULTIVATION CONSOLIDATION ROLLING TO REQUIRED GRADIENT STABILITIES OF SOIL INCLUDING MISC CONNECTED AIR FIELD REPAIR AT AF STN BKT
2026_MES_781232_1
8893/BKT/E8
Open Tender
Civil Works
Item Rate
270 days
GE (AF) BKT
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (AF) BKT
₹72,000
23 Sept 2026
30 Jul 2026
28 Aug 2026
30 Jul 2026
26 Aug 2026
13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for cultivating/ploughing on an average 30cm depth of shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed. | 20,000 | Sqm | - | - |
| 2 | M&L for cultivating/ploughing on an average 30cm depth of other than shoulders pavement of airfield with mechanically or manually and levelling the suface as per required gradient after removing/cleaning vegetation, grass with roots, brick bats, stone aggregate and other foreign materials etc.The useless material removing and deposited in low laying area out side of the defence land at any lead complete all as specfied and directed. | 10,000 | Sqm | - | - |
| 3 | Rolling and consolidating formation surfaces of runway shoulders by using with power roller capacity 8 to 10 tonne complete all as specified and directed. | 3,000 | Per 10 Sqm | - | - |
| 4 | M&L for arrangement of approved earth (soft soil) within premises of MoD land and forming embankments including raising (or lowering) earth, spreading in layers not exc 25cm as required at site, watering, ramming and rolling by penumatic roller or static/power roller cap 8 to 12 tonne complete all as specified and directed. | 350 | Cum | - | - |
| 5 | M & L for cutting the edges of existing joints with suitable machine by racking out old sealing compound from existing joints of tarmac of size 8mm to 12mm wide and 25mm deep as directed by special tools like cutting blades / grinder machines (use of hammers is prohibited as it damages the edges) and removing old unserviceable filled sealing compound from the joints by means of compressed air using hand blower including disposal of the same to a distance of 500m from the edge of runway as directed and repair of joints by epoxy wherever required and fill the joints by mechanical means as per following process: -
(i) Provision of back-up polyethylene rod of 10mm dia suitable to be inserted in the joint tightly as specified.
(ii) Provision of adequate masking tape on either sides of joint to avoid spillage on concrete surface before applying joint sealant and removing the same after sealing of joints.
(iii) Supplying and filling of sealing compound properly for a depth of 15mm as specified after application of suitable primer as directed.
(The finished level of sealed joints shall be on an average 3 mm below the top surface of slabs.)
NOTE: - Sealing compound shall be Bostik "Seal N flex -Premium P 795', Bostik Polyurethane sealent of grey colour conforming to BS-5212 with minimum movement accommodation factor of (+ -) 50% when tested as per ASTM C-920 & ASTM C1248/ M/S Choksey Chemicals Pvt. Ltd. / M/S STP Ltd. as approved. The sealent shall have shore 'A' hardness >/= 35 as per manufacturer's instructions and as directed. | 705 | 10 RM | - | - |
| 6 | Ditto all as per item No 05 given here-in-before but joints of width 13mm to 17mm and 28 mm deep (alongwith 12/15 mm dia back-up polyethylne rod) complete all as specified and directed. | 180 | 10RM | - | - |
| 7 | Ditto all as per item No 05 above but joints of width 18mm to 22mm and 40 mm deep (alongwith 20 mm dia backer polyethylne rod) complete all as specified and directed. | 60 | 10RM | - | - |
| 8 | M & L for filling of pot holes of size 20mm dia and 20mm deep in concrete surface and filling as per following process:-
(i) Cleaning of surface by means of wire brush and removing the dust by means of compressed air.
(ii) Bostik ERM / M/S Choksey Chemicals Pvt. Ltd. / M/S STP Ltd as approved epoxy resin mortar as per manufacturer's instructions after application of epoxy resin primer with and including necessary form work complete all as specified and directed. | 1,200 | Each | - | - |
| 9 | M&L for neatly cutting the cracks on flexible pavements by chiselling machine / diamond cutter including cleaning the cracks by brushing with wire brushes for removing caked mud and using air blowers for removing loose dirt debris etc. and providing "RUNPHALT" bitumen tubing / rope, elastomeric, liquefiable, self levelling sealent, by inserting the same into the cleaned cracks by suitable means like screw drivers and and subsequently melling it using heating process touchong it continously (without removing the plastic wraps) until it liqiflies and fills in the voids of cracks fully until the pavement surfce for the 6-7 mm wide cracks complete all as per specified and directed. | 350 | RM | - | - |
| 10 | M&L for neatly cutting the cracks on flexible pavements by chiselling machine / diamond cutter including cleaning the cracks by brushing with wire brushes for removing caked mud and using air blowers for removing loose dirt debris etc. and providing "RUNPHALT" bitumen tubing / rope, elastomeric, liquefiable, self levelling sealent, by inserting the same into the cleaned cracks by suitable means like screw drivers and and subsequently melling it using heating process touchong it continously (without removing the plastic wraps) until it liqiflies and fills inthe voids of cracks fully until the pavement surfce for the 10-12 mm wide cracks complete all as per specified and directed. | 450 | RM | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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
Tendernotice_1.pdf
PDF • 0.42 MB
8893tenderdocuments.pdf
Tender Documents • 1.25 MB
BOQ_875169.xls
BOQ • 0.86 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 .