Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st Rank₹12.4 LAccepted-Finance AT 75 JN ROAD HADDO PORT BLAIR SOUTH ANDAMAN PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | 1st Rank | Accepted-Finance Accept | |
| 2 | 2nd Rank₹12.4 L+₹681 (0.06%)Accepted-Finance | 2nd Rank | Accepted-Finance Accept | |
| 3 | 3rd Rank₹12.9 L+₹54,952 (4.44%)Accepted-Finance | 3rd Rank | Accepted-Finance Accept |
Tender Value
₹11.5 L
EMD Value
₹23,068
Closing Date
1 Aug 2023, 3:00 pmClosed
EE SAD APWD Port Blair
EE SAD APWD Port Blair
Construction of road side RCC Retaining wall to protect the road from South Point Mosque (in front of Wahid House). (2nd Call)
2023_APWD_10939_1
15/EE/SAD/APWD/2022-23
Open Tender
Construction Works
Works
90 days
EE SAD APWD Port Blair
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹23,068
2 Aug 2023
17 Jul 2023
2 Aug 2023
17 Jul 2023
1 Aug 2023
17 Jul 2023
17 Jul 2023 - 1 Aug 2023
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.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 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).
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.
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.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Providing and fixing 75mm dia PVC weep hole as per the direction of Engineer-in-charge.
Supplying and filling of stone boulder 150 mm for filter media as per the direction of Engineer-in-Charge.
Providing and fixing metal crash barrier on side with single row G.I.Guard bar G.I. post at interval of 2.00 mtrs. Embedded in cement concrete including centering, shuttering excavation etc. complete as per the direction of Engineer-in-charge.
SUKUMAR BISWAS
M/S SUNDARAM CONSTRUCTION
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .