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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.3 CrAccepted-AOC III 6 7 2ND FLOOR ABOVE BANK OF BARODA GOPINATH BAZAR DELHI CANTT 110 010 | DELHI CANTT | NEW DELHI | DELHI | 110010 | ₹2.3 Cr | L-1 | Accepted-AOC L1 bidder |
| 2 | L-2₹2.4 CrRejected-Finance | ₹2.4 Cr | L-2 | Rejected-Finance Rate quoted by the bidder are higher than L-1 bidder |
| 3 | L-3₹2.7 CrRejected-Finance BEZERA KAMRUP GUWAHATI 1 | KAMRUP | ASSAM | 781030 | ₹2.7 Cr | L-3 | Rejected-Finance Rate quoted by the bidder are higher than L-1 bidder |
| 4 | L-4₹2.8 CrRejected-Finance NO 10 44 GURU SARAVANA FLAT 19TH STREET NANGANALLUR CHENNAI 600 061 | CHENNAI | TAMIL NADU | 600061 | ₹2.8 Cr | L-4 | Rejected-Finance Rate quoted by the bidder are higher than L-1 bidder |
| 5 | L-5₹2.9 CrRejected-Finance | ₹2.9 Cr | L-5 | Rejected-Finance Rate quoted by the bidder are higher than L-1 bidder |
| Sl No | Description | Qty | Unit | RECHI CONSTRUCTION PVT LTD L4 | S K SINGHAL L2 | M/s MB Enterprises L1 | Fermium Constructions LLP L5 | FTTC PROJECTS PRIVATE LIMITED L3 | R K AND CO L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 3 KM and for all lift, as directed by Engineer-in- Charge:
All kinds of soil | 3,200 | sqm | 150 ₹4,80,000 | 110 ₹3,52,000 | 80 ₹2,56,000 Lowest | 250 ₹8,00,000 | 304.68 ₹9,74,976 | 90 ₹2,88,000 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 3 KM and for all lift, as directed by Engineer-in-charge:
All kinds of soil | 1,740 | Cum | 150 ₹2,61,000 | 145 ₹2,52,300 | 100 ₹1,74,000 Lowest | 350 ₹6,09,000 | 338.91 ₹5,89,703.4 | 108 ₹1,87,920 |
| 3.00 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 3KM :
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 210 | Cum | 180 ₹37,800 Lowest | 300 ₹63,000 | 200 ₹42,000 | 300 ₹63,000 | 478.63 ₹1,00,512.3 | 180 ₹37,800 Lowest |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 3 KM and for all lift. | 2,040 | Cum | 320 ₹6,52,800 | 140 ₹2,85,600 | 110 ₹2,24,400 | 500 ₹10,20,000 | 353.71 ₹7,21,568.4 | 108 ₹2,20,320 Lowest |
| 5.00 | Earth work in excavation by mechinical / manual means and supplying the excavated earth (including royalty) by mechanical transport and banking the excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads/ surrounding areas, flood banks, marginal banks and guide banks or filling up ground depressions.
Note: The rate includes all lead and all lift involves in excavation, supplying, banking, filling :
All kinds of soil | 11,650 | Cum | 440 ₹51,26,000 | 245 ₹28,54,250 Lowest | 325 ₹37,86,250 | 250 ₹29,12,500 | 316.24 ₹36,84,196 | 504 ₹58,71,600 |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 21 | Cum | 1,800 ₹37,800 | 2,500 ₹52,500 | 1,450 ₹30,450 | 1,000 ₹21,000 Lowest | 1,500 ₹31,500 | 1,800 ₹37,800 |
| 7.00 | Supplying, spreading and levelling of good earth (including royalty charges) including ramming and watering of the earth in layers not exceeding 20 cm within Airport premises, complete as directed by Engineer-in-Charge.
Note: The rate includes all lead and all lift involves in supplying,spreding and levelling | 1,790 | Cum | 490 ₹8,77,100 | 450 ₹8,05,500 Lowest | 540 ₹9,66,600 | 700 ₹12,53,000 | 560.4 ₹10,03,116 | 510 ₹9,12,900 |
| 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 557 | Cum | 5,500 ₹30,63,500 | 5,000 ₹27,85,000 | 4,500 ₹25,06,500 | 5,500 ₹30,63,500 | 5,449.6 ₹30,35,427.2 | 4,200 ₹23,39,400 Lowest |
| 9.00 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | 380 | Cum | 8,000 ₹30,40,000 | 7,050 ₹26,79,000 Lowest | 7,050 ₹26,79,000 Lowest | 7,500 ₹28,50,000 | 8,878.76 ₹33,73,928.8 | 8,100 ₹30,78,000 |
| 10.00 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of joints in roads / pavements all complete as per direction of the Engineer-in-Charge.
Using grade 'A' sealing compound conforming to IS: 1834. | 2,010 | Per cm depth per cm width per metre length | 8 ₹16,080 | 12 ₹24,120 | 5.8 ₹11,658 | 40 ₹80,400 | 6.92 ₹13,909.2 | 5.6 ₹11,256 Lowest |
Tender Value
₹3.4 Cr
EMD Value
₹10.2 L
Closing Date
14 Jun 2025, 6:00 pmClosed
AGM Civil
Office of AGM civil Dehradun Airport
Construction of DVOR building and other associated work at Dehradun Airport. Sub Head Civil and Electrical works
2025_AAI_232446_1
AAI/DDN/ENGG(C)/DVOR/2025
Open Tender
Civil Works
Item Rate
180 days
Dehradun Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹10.2 L
Yes
Dehradun Airport
24 Jul 2026
15 May 2025
16 Jun 2025
16 May 2025
14 Jun 2025
16 May 2025
16 May 2025 - 23 May 2025
20 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 3 KM and for all lift, as directed by Engineer-in- Charge:
All kinds of soil | 3,200 | sqm | 1.25 | ₹4,000 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 3 KM and for all lift, as directed by Engineer-in-charge:
All kinds of soil | 1,740 | Cum | 1.25 | ₹2,175 |
| 3 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 3KM :
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 210 | Cum | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 3 KM and for all lift. | 2,040 | Cum | 100 | ₹2,04,000 |
| 5 | Earth work in excavation by mechinical / manual means and supplying the excavated earth (including royalty) by mechanical transport and banking the excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads/ surrounding areas, flood banks, marginal banks and guide banks or filling up ground depressions.
Note: The rate includes all lead and all lift involves in excavation, supplying, banking, filling :
All kinds of soil | 11,650 | Cum | 53 | ₹6,17,450 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 21 | Cum | 10 | ₹210 |
| 7 | Supplying, spreading and levelling of good earth (including royalty charges) including ramming and watering of the earth in layers not exceeding 20 cm within Airport premises, complete as directed by Engineer-in-Charge.
Note: The rate includes all lead and all lift involves in supplying,spreding and levelling | 1,790 | Cum | 11 | ₹19,690 |
| 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 557 | Cum | 1.25 | ₹696.25 |
| 9 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | 380 | Cum | 1.25 | ₹475 |
| 10 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of joints in roads / pavements all complete as per direction of the Engineer-in-Charge.
Using grade 'A' sealing compound conforming to IS: 1834. | 2,010 | Per cm depth per cm width per metre length | - | - |
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