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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.6 LAccepted-Finance | ₹30.6 L | L1 | Accepted-Finance Accept |
| 2 | L2₹31.1 L+₹51,458 (1.68%)Accepted-Finance | ₹31.1 L+₹51,458 (1.68%) | L2 | Accepted-Finance Accept |
| 3 | L3₹32.1 L+₹1.5 L (4.89%)Accepted-Finance | ₹32.1 L+₹1.5 L (4.89%) | L3 | Accepted-Finance Accept |
| 4 | L4₹32.6 L+₹2.0 L (6.50%)Accepted-Finance | ₹32.6 L+₹2.0 L (6.50%) | L4 | Accepted-Finance Accept |
| 5 | L5₹33.0 L+₹2.4 L (7.82%)Accepted-Finance | ₹33.0 L+₹2.4 L (7.82%) | L5 | Accepted-Finance Accept |
Tender Value
₹39.8 L
Closing Date
7 Feb 2022, 10:00 amClosed
Executive Engineer
Store Division, APWD, Port Blair
Re-Construction of Damaged Compound Wall at Central Store, Phoenix Bay, Port Blair.
2022_APWD_5033_1
e-Tender/DB/SD/2021-22/48
Open Tender
Construction Works
Item Rate
120 days
Store Division. APWD, Phoenix Bay, Port Blair
Please refer tender document
4 documents required · 4 mandatory
₹0
Exempted
8 Feb 2022
22 Jan 2022
7 Feb 2022
22 Jan 2022
7 Feb 2022
24 Jan 2022
24 Jan 2022 - 6 Feb 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
All kinds of soil
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.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
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) derived from natural sources : 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, ifnishing 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).
Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like 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 size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
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 above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
12 mm cement plaster of mix :
1:4 (1 cement: 4 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 @ 2.20 kg/10 sqm)
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 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.
Providing and laying hollow cement concrete block walling upto floor five level 200 mm thick consisting of hollow block of size 400 mm x 200 mm x 200 mm of mix 1:3:6 ( 1 Cement : 3 Coarse sand : 6 Stone aggregate 10 mm nominal size) laid in cement mortar 1:6 (1 Cement : 6 Coarase sand ) complete.
ASHOKBISWAS
M K S CONSTRUCTION
SALAMAT
M/s V ALAGAR SAMY & SONS
NAWNEET ENTERPRISES
ANAND TRADERS AND CONSTRUCTION
Shri Paresh Chandra Dhar
Raj Construction
NITU CONSTRUCTION
tirumala construction
A. CHINNAIAH
Haneefa Constructions
MILESTONE ENGINEERING
M/s SAIKAT CHAKI
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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