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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.5 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹54.6 L+₹13,079 (0.24%)Rejected-Finance | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹57.0 L+₹2.5 L (4.65%)Rejected-Finance | L3 | Rejected-Finance Being L3 | |
| 4 | Not Admitted-Fee D NO 39 9 99 56 FLAT NO 501 SRI SAMPATH RESIDENCY MURALINAGAR VISAKHAPATNAM 530 007 | VISAKHAPATANAM | ANDHRA PRADESH | 530007 | - | Not Admitted-Fee Fee not received | |
| 5 | Not Admitted-Fee | - | Not Admitted-Fee Fee not received |
Tender Value
₹65.2 L
EMD Value
₹1.3 L
Closing Date
14 Dec 2019, 6:00 pmClosed
Asst.Gen.Manager (E-C)-II
Airports Authority of India, Visakhapatnam Airport
Special repairs to RCC drain cover slab of apron bay No 01 to 06 in operational area at Visakhapatnam Airport
2019_AAI_37635_1
AAI/VZ/ENGG(C)/DRAIN COVER/2019-20/
Open Tender
Civil Works
Item Rate
179 days
Visakhapatnam Airport
3 documents required · 3 mandatory
₹1,120
Airports Authority of India
₹1.3 L
22 Jan 2020
7 Dec 2019
18 Dec 2019
7 Dec 2019
14 Dec 2019
7 Dec 2019
7 Dec 2019 - 13 Dec 2019
Amount
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Carriage of materials by Mechanical Transport including loading, unloading and stacking upto 1 KM Lime, moorum, building rubbish outside the airport.
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.
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)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
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 admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level.
Extra for providing richer mixes at all floor levels of M-35 grade concrete instead of M-25 grade BMC/RMC. (Note 1 : Cement content considered in M-35 is @ 350 kg/cum)(Note 2:- Excess/less cement over the specified cement content used ispayable /recoverable separately.)
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.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. 75 mm diameter
Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Brick work with Fly Ash F.P.S (non-Modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 ( 1 Cement : 4 coarse sand )
Credit for taking away steel reinforcement bars from dismantled concrete, as is where is condition, from the site to outside the Airport premisis including loading, unloading and transporation etc. complete as per direction of Engineer in-charge. Note: This item shall be operated as a credit item and the amount quoted shall be treated as negative and overall total amount shall be adjusted accordingly to arrive the final amount to establsih the lowest bidder.
SIRI INFRA
B RAMANA
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