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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC COLLINPUR SOUTH ANDAMAN | ₹2.5 L | L1 | Accepted-AOC Work awarded |
| 2 | L2₹2.6 L+₹13,865.01 (5.53%)Rejected-Finance | ₹2.6 L+₹13,865.01 (5.53%) | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹2.8 L+₹30,546.54 (12.2%)Rejected-Finance DOLLYGUNJ SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹2.8 L+₹30,546.54 (12.2%) | L3 | Rejected-Finance L3 Bidder |
| 4 | L4₹2.9 L+₹41,691.98 (16.6%)Rejected-Finance TUSHNABAD SOUTH ANDAMAN | ₹2.9 L+₹41,691.98 (16.6%) | L4 | Rejected-Finance L4 Bidder |
| 5 | L5₹3.1 L+₹62,990.90 (25.1%)Rejected-Finance CAMP AT SHADIPUR SRI VIJAYA PURAM | ₹3.1 L+₹62,990.90 (25.1%) | L5 | Rejected-Finance L5 Bidder |
Tender Value
₹4.3 L
EMD Value
₹8,700
Closing Date
3 Jan 2025, 3:00 pmClosed
DCF WORKING PLAN
DCF WORKING PLAN HADDO
Construction of 102 Mtrs CC Drain at Nayasahar Camp Office under Working Plan Division, Haddo
2024_DCFWP_16822_1
WP/S-135/366
Open Tender
Civil Works - Others
Works
90 days
CAMP OFFICE NAYASAHAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹8,700
Yes
18 Feb 2025
12 Dec 2024
3 Jan 2025
13 Dec 2024
3 Jan 2025
23 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., Drain
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). , Drain
1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)., Drain
Centring and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete., Drain Bed, Footing
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc., Wall
Suspended floors, roofs, landings, balconies and access platform., Platform 1, Platform 2
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand), Wall
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete., Cold twisted bars, Platform 1, Platform 2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size), Platform 1, Platform 2
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand)., Medium shade using 50% white cement 50% Grey cement.
VMK TRANSPORT AND BUILDERS (BID ID -50039)
M/S JOY KUMAR BISWAS (BID ID -50033)
AVIS CONSTRUCTION (BID ID -49823)
Shri S K Biswas (BID ID -49963)
PRADIP KUMAR SANA (BID ID -49933)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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