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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-Finance MARTHOMA CHURCH COMPLEX GOAL GHAR PORT BLAIR PIN 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | L1 | Accepted-Finance Responsive | |
| 2 | L2₹15.7 L+₹2.6 L (20.1%)Accepted-Finance | L2 | Accepted-Finance Responsive | |
| 3 | L3₹16.7 L+₹3.6 L (27.9%)Accepted-Finance | L3 | Accepted-Finance Responsive | |
| 4 | L4₹17.4 L+₹4.3 L (32.9%)Accepted-Finance | L4 | Accepted-Finance Responsive |
Tender Value
₹18.6 L
EMD Value
₹37,227
Closing Date
20 Sept 2022, 3:00 pmClosed
Executive Engineer CDI A.P.W.D Port Blair
Executive Engineer CDI A.P.W.D Port Blair
Repair and Renovation of Hawa Bill Guest House, IP T at Shaheed Dweep under CD-I,A.P.W.D., Port Blair SW- Construction of RCC Staging for Over Head Tank of Height 6.00 Mtr
2022_APWD_7151_1
52/NIT/DB/CD-I/PB/22-23
Open Tender
Civil Works - Buildings
Works
180 days
Swaraj Dweep
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹37,227
23 Sept 2022
30 Aug 2022
20 Sept 2022
30 Aug 2022
20 Sept 2022
30 Aug 2022
30 Aug 2022 - 9 Sept 2022
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.
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).
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 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
Suspended floors, roofs, landings, balconies and access platform
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 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.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine 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 @ 2.20 kg/10 sqm)
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 fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
25 mm nominal dia Pipes
40 mm nominal dia Pipes
50 mm nominal dia Pipes
80 mm nominal dia Pipes
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Providing and fixing CPVC Union socket
25 mm nominal bore
40 mm nominal bore
50 mm nominal bore
80 mm nominal bore
Providing and fixing CPVC Ball Valve of approved quality
25 mm nominal bore
40 mm nominal bore
50 mm nominal bore
80 mm nominal bore
Providing Installation and Commissioning of 2 HP Eletric Pump for pumping the raw water to 5000 Ltr sintex tank from ring well for a height of 6.00 Mtr
N C DEY
A Palswamy
R K SAHOO CONSTRUCTION
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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