Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹24.6 L (8.97%)Admitted-Finance 93 AMIT APT SECTOR 13 ROHINI ND 110085 | NORTH WEST | DELHI | 110085 | ₹3.0 Cr+₹24.6 L (8.97%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹68.4 L (24.9%)Admitted-Finance | ₹3.4 Cr+₹68.4 L (24.9%) | L3 | Admitted-Finance |
| 4 | L4₹3.5 Cr+₹75.0 L (27.3%)Admitted-Finance | ₹3.5 Cr+₹75.0 L (27.3%) | L4 | Admitted-Finance |
| 5 | L5₹3.5 Cr+₹75.2 L (27.4%)Admitted-Finance | ₹3.5 Cr+₹75.2 L (27.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S.Singh and Company L3 | RKANDSONS L7 | M/S SAI VISHNU CONSTRUCTIONS L1 | BOSS INFRASTRUCTURES PRIVATE LIMITED L4 | Aruljothi Infrastructure Private Limited L5 | Garg Associates L2 | GURUKRUPA ENTERPRISES L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of Subgrade embankment with Moorum/gravel soil brought out from approved quarry out side the airport premises. The complete operation will include spreading the Moorum with dozer, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity in layers not exceeding 20cm in depth to achieve 95% of the field density including making good the undulation etc. as per technical specifications and drawings complete and directions of Engineer-in-Charge. (Cost includes all leads ,taxes, royalty, operations and obtaining field density from the approved land or Govt Engineering college) | 29,480 | Cum. | 460 ₹1,35,60,800 | 801 ₹2,36,13,480 | 375 ₹1,10,55,000 Lowest | 600 ₹1,76,88,000 | 565 ₹1,66,56,200 | 450 ₹1,32,66,000 | 562 ₹1,65,67,760 |
| 2.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
a) With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value- 15 to 20. | 1,700 | Cum. | 2,800 ₹47,60,000 | 1,185 ₹20,14,500 Lowest | 1,500 ₹25,50,000 | 1,875 ₹31,87,500 | 1,210 ₹20,57,000 | 1,600 ₹27,20,000 | 2,300 ₹39,10,000 |
| 3.00 | Supplying and filling with River sand, including watering, ramming, consolidating and dressing complete. | 1,700 | Cum. | 2,700 ₹45,90,000 | 3,828 ₹65,07,600 | 1,500 ₹25,50,000 Lowest | 2,023 ₹34,39,100 | 3,900 ₹66,30,000 | 1,500 ₹25,50,000 Lowest | 2,000 ₹34,00,000 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
a) All kind of soil. | 695 | Cum. | 210 ₹1,45,950 | 87 ₹60,465 | 200 ₹1,39,000 | 173 ₹1,20,235 | 60 ₹41,700 Lowest | 105 ₹72,975 | 290 ₹2,01,550 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40mm nominal size) | 205 | Cum. | 6,600 ₹13,53,000 | 4,584 ₹9,39,720 | 5,800 ₹11,89,000 | 5,024 ₹10,29,920 | 3,450 ₹7,07,250 Lowest | 3,500 ₹7,17,500 | 6,500 ₹13,32,500 |
| 6.00 | Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundation etc., in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m | 515 | Cum. | 280 ₹1,44,200 | 94 ₹48,410 | 500 ₹2,57,500 | 118 ₹60,770 | 60 ₹30,900 | 50 ₹25,750 Lowest | 150 ₹77,250 |
| 7.00 | Brick work with bricks of class designation 50 in foundation and plinth in :
Cement mortar 1:6 (1 cement : 6 coarse sand)
(Note:River sand/M Sand should conform to requirements given in the relavent IS code 383 (latest revision)). | 240 | Cum. | 6,200 ₹14,88,000 | 5,184 ₹12,44,160 Lowest | 6,500 ₹15,60,000 | 6,815 ₹16,35,600 | 6,450 ₹15,48,000 | 5,503 ₹13,20,720 | 8,500 ₹20,40,000 |
| 8.00 | 12 mm cement plaster of mix :
a) 1:6 (1 cement: 6 fine sand) | 1,590 | Sqm. | 280 ₹4,45,200 | 249 ₹3,95,910 | 255 ₹4,05,450 | 217 ₹3,45,030 Lowest | 225 ₹3,57,750 | 420 ₹6,67,800 | 350 ₹5,56,500 |
| 9.00 | 15 mm cement plaster on the rough side of single or half brick wall of mix : a) Cement mortar 1:6 (1 cement : 6 fine sand) | 1,160 | Sqm. | 420 ₹4,87,200 | 273 ₹3,16,680 | 292 ₹3,38,720 | 227 ₹2,63,320 Lowest | 235 ₹2,72,600 | 430 ₹4,98,800 | 350 ₹4,06,000 |
| 10.00 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 37,150 | kg. | 118 ₹43,83,700 | 106 ₹39,37,900 | 100 ₹37,15,000 Lowest | 114 ₹42,35,100 | 100 ₹37,15,000 Lowest | 100 ₹37,15,000 Lowest | 120 ₹44,58,000 |
Tender Value
₹4.0 Cr
Closing Date
27 Oct 2021, 6:00 pmClosed
AGM ENGG CIVIL
Operational Office AAI/SR Chennai
Providing RESA in the newly acquired land at 25 side of runway and Fencing works at Vellore Airport
2021_AAI_90387_1
AAI/SR/Vellore/RESA/21-22
Open Tender
Civil Works - Others
Item Rate
120 days
Vellore Airport
Please refer Tender documents.
14 documents required · 14 mandatory
₹1,180
Exempted
12 Nov 2021
14 Oct 2021
29 Oct 2021
14 Oct 2021
27 Oct 2021
14 Oct 2021
14 Oct 2021 - 27 Oct 2021
Amount
Construction of Subgrade embankment with Moorum/gravel soil brought out from approved quarry out side the airport premises. The complete operation will include spreading the Moorum with dozer, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity in layers not exceeding 20cm in depth to achieve 95% of the field density including making good the undulation etc. as per technical specifications and drawings complete and directions of Engineer-in-Charge. (Cost includes all leads ,taxes, royalty, operations and obtaining field density from the approved land or Govt Engineering college)
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. a) With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value- 15 to 20.
Supplying and filling with River sand, including watering, ramming, consolidating and dressing complete.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. a) All kind of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40mm nominal size)
Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundation etc., in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m
Brick work with bricks of class designation 50 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) (Note:River sand/M Sand should conform to requirements given in the relavent IS code 383 (latest revision)).
12 mm cement plaster of mix : a) 1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : a) Cement mortar 1:6 (1 cement : 6 fine sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing G.I Chain link fabric fencing of required width in mesh size 50mmx50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. a) Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work
Garg Associates
S.Singh and Company
BOSS INFRASTRUCTURES PRIVATE LIMITED
Aruljothi Infrastructure Private Limited
GURUKRUPA ENTERPRISES
RKANDSONS
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.25 MB
TD.pdf
Tender Documents • 18.08 MB
BOQ_99497.xls
BOQ • 0.25 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 .