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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹78.9 LAccepted-AOC | 1 | Accepted-AOC L-1 Agency | |
| 2 | 2₹81.2 L+₹2.3 L (2.98%)Rejected-Finance | 2 | Rejected-Finance L-2 Agency | |
| 3 | 3₹84.7 L+₹5.8 L (7.32%)Rejected-Finance | 3 | Rejected-Finance L-3 Agency | |
| 4 | 4₹91.5 L+₹12.6 L (16.0%)Rejected-Finance | 4 | Rejected-Finance L-4 Agency | |
| 5 | Not Admitted-Fee | - | Not Admitted-Fee Fee not received |
Tender Value
₹97.0 L
EMD Value
₹1.9 L
Closing Date
1 May 2018, 6:00 pmClosed
AGM Civil II
Asst General Manager, Airports Authority of India, Goa Airport-403801
Constructin of canopy for new bus lane in front of NITB at Goa Airport
2018_AAI_9684_1
AAI/GOA/Engg(C)/Construction of canopy/17-18
Open Tender
Civil Works
Item Rate
180 days
Goa Airport
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,120
AAI
₹1.9 L
30 Jun 2021
24 Apr 2018
5 May 2018
24 Apr 2018
1 May 2018
24 Apr 2018
24 Apr 2018 - 26 Apr 2018
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
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 50m.All Kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixture in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of EIC (Note :- Cement content considered in this item is @ 330 Kg/cum. excess/less cement used as per design mix is payable/recoverable separately) - All work upto plinth level.
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/ cum)
Add for using extra cement in the items of design mix over and above the specified cement content therein.
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars.
Providing and fixing bolts including nuts and washers complete.
Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc complete. Hot finished welded type tubes
Providing and fixing imported tensile fabric of 940 GSM PVDF coated having tensile strength not less than 84 KN/m and Tear strength not less than 500 N of make Mehler/Ferrari or equivalent over steel frames with all fittings and fixtures as per the direction of Engineer in Charge.Rate is inclusive of supply, fixing with all necessary accessories required etc complete. (Steel frames shall be paid separately)
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete.Gutter (1000 mm over all girth)
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : 80 mm dia nominal bore
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5 m.
Painting with Polyurathane paint at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. Two or more coats on new work
Painting with Polyurathane paint at all locations prepared and applied as per manufacturer's specifications etc. complete. One or more coats on old work
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 or approved steel primer all complete.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as perdirection of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
Raising the height of manholes including dismantling of cover and masonry,stacking of dismantled material, re-fixing the cover with richer mixes (Min CC 1:2:4) to the specified finished level as directed etc. complete as per the directions of the Engineer-in-charge.
Classion Projects (I) Pvt. Ltd.
SUMAN FABRICATORS AND CONTRACTORS
WESTERN OUTDOOR STRCUTURES PVT LTD
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