Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.5 LAccepted-AOC BAREMA POST RAMESHWAR BABATPUR VARANASI | ₹40.5 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹42.9 LRejected-Finance | ₹42.9 L | L2 | Rejected-Finance Not Lowest Bidder |
| 3 | L3₹44.5 LRejected-Finance | ₹44.5 L | L3 | Rejected-Finance Not Lowest Bidder |
| 4 | L4₹45.2 LRejected-Finance 1202 MANSHI ADINARAYAN PLOT NO 2 280 JAWAHAR NAGAR OPP ST JOHN SCHOOL S V ROAD GOREGAON W MUMBAI 400 062 | 400062 | ₹45.2 L | L4 | Rejected-Finance Not Lowest Bidder |
| 5 | L5₹46.8 LRejected-Finance 0 PANANDHRO PANANDHRO LAKHAPAT PANANDHRO KACHCHH GUJARAT 370627 UDYAM GJ 13 0010841 | KACHCHH | GUJARAT | 370627 | ₹46.8 L | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | N. M. Sharma L2 | Om Construction L5 | VINOD B GUPTA L1 | M/s Jaina Enterprise L4 | GURUKRUPA CONSTRUCTION CO L3 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil. | 117.47 | Cum | 50 ₹5,873.50 | 260 ₹30,542.20 | 250 ₹29,367.50 | 138.45 ₹16,263.72 | 200.8 ₹23,587.98 |
| 1.02 | 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 50 m and lift upto 1.5 m. | 35.24 | Cum | 50 ₹1,762 | 125 ₹4,405 | 350 ₹12,334 | 152.88 ₹5,387.49 | 177.77 ₹6,264.61 |
| 1.03 | 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) : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 8.17 | Cum | 3,000 ₹24,510 | 5,300 ₹43,301 | 5,000 ₹40,850 | 5,100 ₹41,667 | 4,428.24 ₹36,178.72 |
| 1.04 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 18.38 | Cum | 6,000 ₹1.1 L | 8,000 ₹1.5 L | 5,500 ₹1.0 L | 7,055.69 ₹1.3 L | 5,854.94 ₹1.1 L |
| 1.05 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.68 | Cum | 6,000 ₹16,080 | 8,090 ₹21,681.20 | 5,500 ₹14,740 | 8,465.3 ₹22,687.01 | 7,129.54 ₹19,107.17 |
| 1.06 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). | 3 | Cum | 6,000 ₹18,000 | 8,900 ₹26,700 | 5,500 ₹16,500 | 8,974.29 ₹26,922.87 | 7,503.51 ₹22,510.53 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 88.28 | Sqm | 300 ₹26,484 | 260 ₹22,952.80 | 350 ₹30,898 | 250 ₹22,070 | 215.57 ₹19,030.52 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 90 | Sqm | 400 ₹36,000 | 404 ₹36,360 | 350 ₹31,500 | 500 ₹45,000 | 425.85 ₹38,326.50 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for :
Columns, Pillars, Piers, Abutments, Posts and Struts | 42.9 | Sqm | 500 ₹21,450 | 440 ₹18,876 | 350 ₹15,015 | 700 ₹30,030 | 562.98 ₹24,151.84 |
| 1.10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2,298 | Kg | 100 ₹2.3 L | 80 ₹1.8 L | 90 ₹2.1 L | 84.12 ₹1.9 L | 70 ₹1.6 L |
Tender Value
₹56.5 L
EMD Value
₹1.1 L
Closing Date
24 Dec 2024, 6:00 pmClosed
SM(Engg-Civil),Vadodara Airport
O/o SM(Engg-Civil),AAI, Vadodara Airport, Vadodara-390022
Special Repairs to Old and New Residential Quarters including Boundary wall at C.A. Vadodara.
2024_AAI_217208_1
AAI/VAD/SM(E-C)/SRCOLONY/24-25
Open Tender
Civil Works
180 days
Vadodara Airport
As Per NIT Documents
12 documents required · 12 mandatory
₹1,180
₹1.1 L
11 May 2026
2 Dec 2024
26 Dec 2024
3 Dec 2024
24 Dec 2024
3 Dec 2024
3 Dec 2024 - 10 Dec 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
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 50 m and lift upto 1.5 m.
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) : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Epoxy injection grout in concrete/RCC work of approved make.
N. M. Sharma (BID ID -788632)
GURUKRUPA CONSTRUCTION CO (BID ID -795028)
M/s Jaina Enterprise (BID ID -795185)
Om Construction (BID ID -792212)
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
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
Tendernotice_1.pdf
PDF • 0.23 MB
TenderDocuments.pdf
Tender Documents • 10.44 MB
BOQ_240766.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid