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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance ANARKALI BASTHI SRI VIJAYA PURAM SOUTH ANDAMAN 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | Admitted-Finance |
| 4 | Admitted-Finance WARD NO 1 CALICUT PORT BLAIR SOUTH ANDAMAN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | Admitted-Finance |
| 5 | Rejected-Technical | Rejected-Technical Due to submitted affidavit not in a required manner |
Tender Value
₹5.9 L
EMD Value
₹11,892
Closing Date
26 Sept 2024, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Port Blair, South Andaman
Construction of C C Drain from T. Rajendran house at Guptapara- II under Gram Panchayat Guptapara.
2024_RDPRI_15444_1
EE/PRI/SAD-I/RR/2024-25/49
Open Tender
Civil Works - Others
Works
60 days
Guptapara
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹11,892
30 Sept 2024
5 Sept 2024
27 Sept 2024
6 Sept 2024
26 Sept 2024
6 Sept 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.
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
Above 240 cm girth
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)
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)
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)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge.
50 mm dia PVC pipe
Collection and filling of stone boulder at rear side of walls for filter media.
P. A. S AGENCY (BID ID -46228)
M/s. A. S. ENTERPRISES (BID ID -46286)
SEVEN HILLS INDUSTRY (BID ID -46421)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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