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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance B 18 SECTOR 6 NEAR HUDCO COLONY HANUMANGARH RAJASTHAN | HANUMANGARH | RAJASTHAN | 335062 | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹12.7 L (4.46%)Admitted-Finance | ₹3.0 Cr+₹12.7 L (4.46%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹33.3 L (11.6%)Admitted-Finance 93 AMIT APT SECTOR 13 ROHINI ND 110085 | NORTH WEST | DELHI | 110085 | ₹3.2 Cr+₹33.3 L (11.6%) | L3 | Admitted-Finance |
| 4 | L4₹3.3 Cr+₹46.9 L (16.4%)Admitted-Finance 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | ₹3.3 Cr+₹46.9 L (16.4%) | L4 | Admitted-Finance |
| 5 | L5₹3.5 Cr+₹59.7 L (20.9%)Admitted-Finance | ₹3.5 Cr+₹59.7 L (20.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S.K. CONSTRUCTION L4 | Garg Associates L3 | TARUN ELECTRICALS L1 | S G CONSTRUCTIONS L8 | RRCONSTRUCTION L7 | SUNSHINE VENTURES L5 | R K AND CO L6 | CHAHAL CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m.
All kinds of soil.
a) Inside Operational area | 3,55,290 | Sqm | 7 ₹24,87,030 | 10 ₹35,52,900 | 2.2 ₹7,81,638 Lowest | 13.5 ₹47,96,415 | 21.5 ₹76,38,735 | 7 ₹24,87,030 | 5.4 ₹19,18,566 | 18.5 ₹65,72,865 |
| 2.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m.
All kinds of soil.
b) City side area | 2,02,370 | Sqm | 7 ₹14,16,590 | 8 ₹16,18,960 | 2 ₹4,04,740 Lowest | 9 ₹18,21,330 | 20.8 ₹42,09,296 | 7 ₹14,16,590 | 5.4 ₹10,92,798 | 18.5 ₹37,43,845 |
| 3.00 | Excavation for earth work in all kinds of soil with hydraulic excavator of 0.90 cum bucket capacity including cutting & loading in tippers, trimming bottom and side slopes in accordance with requirement of line, grades, and cross section and transporting to the required locations, with all lifts and lead within Airport premises as directed by Engineer-in-Charge.
a) Inside Operational area | 53,295 | Cum | 85 ₹45,30,075 | 95 ₹50,63,025 | 71.3 ₹37,99,933.5 | 90 ₹47,96,550 | 95 ₹50,63,025 | 120 ₹63,95,400 | 108 ₹57,55,860 | 47 ₹25,04,865 Lowest |
| 4.00 | Excavation for earth work in all kinds of soil with hydraulic excavator of 0.90 cum bucket capacity including cutting & loading in tippers, trimming bottom and side slopes in accordance with requirement of line, grades, and cross section and transporting to the required locations, with all lifts and lead within Airport premises as directed by Engineer-in-Charge.
b) City side area | 30,360 | Cum | 82 ₹24,89,520 | 90 ₹27,32,400 | 68 ₹20,64,480 | 81 ₹24,59,160 | 90 ₹27,32,400 | 120 ₹36,43,200 | 108 ₹32,78,880 | 47 ₹14,26,920 Lowest |
| 5.00 | Construction of embankment with available excavated earth received from agreement item No.1 and 2 above. The complete operation will include filling the same in embankment, depressions, low lying area, shoulders etc, in layers not exceeding 20 cm (loose) in depth of each layer i/c breaking clods, consolidating each layer with roller, or wooden or steel rammers, and rolling top-most layer with power roller of minimum 8 tonnes weight including levelling, fine dressing to required grade, camber and slope etc complete, item will include spreading the earth with dozer, dressing, levelling , providing camber, grading with motor grader to meet the requirements as per MORTH/CPWD specification with all lifts and lead within Airport premises as directed by Engineer-in-Charge.
a) Inside Operational area | 53,295 | Cum | 72 ₹38,37,240 | 28 ₹14,92,260 Lowest | 76 ₹40,50,420 | 81 ₹43,16,895 | 40 ₹21,31,800 | 72 ₹38,37,240 | 94.5 ₹50,36,377.5 | 32 ₹17,05,440 |
| 6.00 | Construction of embankment with available excavated earth received from agreement item No.1 and 2 above. The complete operation will include filling the same in embankment, depressions, low lying area, shoulders etc, in layers not exceeding 20 cm (loose) in depth of each layer i/c breaking clods, consolidating each layer with roller, or wooden or steel rammers, and rolling top-most layer with power roller of minimum 8 tonnes weight including levelling, fine dressing to required grade, camber and slope etc complete, item will include spreading the earth with dozer, dressing, levelling , providing camber, grading with motor grader to meet the requirements as per MORTH/CPWD specification with all lifts and lead within Airport premises as directed by Engineer-in-Charge.
b) City side area | 30,360 | Cum | 70 ₹21,25,200 | 24 ₹7,28,640 Lowest | 73 ₹22,16,280 | 63 ₹19,12,680 | 38 ₹11,53,680 | 72 ₹21,85,920 | 94.5 ₹28,69,020 | 32 ₹9,71,520 |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
(a) 1:2:4 (1 Cement: 2 coarse sand (zone-lll) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 270 | Cum | 6,800 ₹18,36,000 | 6,300 ₹17,01,000 | 5,800 ₹15,66,000 | 6,300 ₹17,01,000 | 5,200 ₹14,04,000 | 5,400 ₹14,58,000 | 5,400 ₹14,58,000 | 5,000 ₹13,50,000 Lowest |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:4:8 (1 Cement: 4 coarse sand (zone-lll) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 415 | Cum | 5,500 ₹22,82,500 | 5,300 ₹21,99,500 | 5,700 ₹23,65,500 | 4,950 ₹20,54,250 | 4,005 ₹16,62,075 | 5,200 ₹21,58,000 | 4,410 ₹18,30,150 | 4,000 ₹16,60,000 Lowest |
| 9.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
(a) Cement mortar 1:4 (1 cement : 4 coarse sand) | 390 | Cum | 6,200 ₹24,18,000 | 7,400 ₹28,86,000 | 7,500 ₹29,25,000 | 8,100 ₹31,59,000 | 5,200 ₹20,28,000 Lowest | 6,000 ₹23,40,000 | 6,660 ₹25,97,400 | 6,000 ₹23,40,000 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form work for :(a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 720 | Sqm | 310 ₹2,23,200 | 325 ₹2,34,000 | 165 ₹1,18,800 Lowest | 405 ₹2,91,600 | 360 ₹2,59,200 | 660 ₹4,75,200 | 360 ₹2,59,200 | 500 ₹3,60,000 |
Tender Value
₹4.9 Cr
EMD Value
₹14.7 L
Closing Date
3 Jun 2026, 6:00 pmClosed
Senior Manager (Engg-C)
Engineering Office, Chandigarh International Airport Limited.
Grading of Operational/ Non-operational area and miscellaneous civil works at Chandigarh International Airport Limited.
2026_AAI_277393_1
CHIAL/ENGG(C)/Grading/2026
Open Tender
Civil Works
Item Rate
120 days
Chandigarh International Airport Limited
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Chandigarh International Airport Limited
₹14.7 L
21 Jul 2026
13 May 2026
4 Jun 2026
14 May 2026
3 Jun 2026
14 May 2026
14 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m.
All kinds of soil.
a) Inside Operational area | 3,55,290 | Sqm | 1.25 | ₹4,44,112.5 |
| 2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m.
All kinds of soil.
b) City side area | 2,02,370 | Sqm | 1.25 | ₹2,52,962.5 |
| 3 | Excavation for earth work in all kinds of soil with hydraulic excavator of 0.90 cum bucket capacity including cutting & loading in tippers, trimming bottom and side slopes in accordance with requirement of line, grades, and cross section and transporting to the required locations, with all lifts and lead within Airport premises as directed by Engineer-in-Charge.
a) Inside Operational area | 53,295 | Cum | 1.25 | ₹66,618.75 |
| 4 | Excavation for earth work in all kinds of soil with hydraulic excavator of 0.90 cum bucket capacity including cutting & loading in tippers, trimming bottom and side slopes in accordance with requirement of line, grades, and cross section and transporting to the required locations, with all lifts and lead within Airport premises as directed by Engineer-in-Charge.
b) City side area | 30,360 | Cum | 1.25 | ₹37,950 |
| 5 | Construction of embankment with available excavated earth received from agreement item No.1 and 2 above. The complete operation will include filling the same in embankment, depressions, low lying area, shoulders etc, in layers not exceeding 20 cm (loose) in depth of each layer i/c breaking clods, consolidating each layer with roller, or wooden or steel rammers, and rolling top-most layer with power roller of minimum 8 tonnes weight including levelling, fine dressing to required grade, camber and slope etc complete, item will include spreading the earth with dozer, dressing, levelling , providing camber, grading with motor grader to meet the requirements as per MORTH/CPWD specification with all lifts and lead within Airport premises as directed by Engineer-in-Charge.
a) Inside Operational area | 53,295 | Cum | 1.25 | ₹66,618.75 |
| 6 | Construction of embankment with available excavated earth received from agreement item No.1 and 2 above. The complete operation will include filling the same in embankment, depressions, low lying area, shoulders etc, in layers not exceeding 20 cm (loose) in depth of each layer i/c breaking clods, consolidating each layer with roller, or wooden or steel rammers, and rolling top-most layer with power roller of minimum 8 tonnes weight including levelling, fine dressing to required grade, camber and slope etc complete, item will include spreading the earth with dozer, dressing, levelling , providing camber, grading with motor grader to meet the requirements as per MORTH/CPWD specification with all lifts and lead within Airport premises as directed by Engineer-in-Charge.
b) City side area | 30,360 | Cum | 1.25 | ₹37,950 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
(a) 1:2:4 (1 Cement: 2 coarse sand (zone-lll) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 270 | Cum | 1.25 | ₹337.5 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:4:8 (1 Cement: 4 coarse sand (zone-lll) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 415 | Cum | 1.25 | ₹518.75 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
(a) Cement mortar 1:4 (1 cement : 4 coarse sand) | 390 | Cum | 1.25 | ₹487.5 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for :(a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 720 | Sqm | 1.25 | ₹900 |
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