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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC GOVT CONTRACTOR STEWARTGUNJ SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | L1 | Accepted-AOC Low Quoted | |
| 2 | L2₹26.5 L+₹68,513.50 (2.66%)Rejected-AOC | L2 | Rejected-AOC High Quoted | |
| 3 | L3₹28.2 L+₹2.5 L (9.60%)Rejected-AOC | L3 | Rejected-AOC High Quoted | |
| 4 | L4₹31.5 L+₹5.7 L (22.2%)Rejected-AOC GOVT CONTRACTOR 1 32 MOHAMMED HOUSE 23 JIRGATANG SOUTH ANDAMAN PIN 744206 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744206 | L4 | Rejected-AOC High Quoted | |
| 5 | Rejected-Technical SHOAL BAY 11 SOUTH ANDAMAN | - | Rejected-Technical Rejected due to submitted EMD not in a required manner |
Tender Value
₹35.9 L
EMD Value
₹71,725
Closing Date
7 Dec 2023, 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 CC Road (Widening of existing CC Footpath) from B.A Gandhi house to Markez Road at W.No. Kanyapuram-04 under Gram Panchayat Kanyapuram.
2023_RDPRI_12457_1
EE/PRI/SAD-I/RR/2023-24/67
Open Tender
Civil Works - Others
Works
180 days
Kanyapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹71,725
21 Aug 2024
25 Nov 2023
8 Dec 2023
26 Nov 2023
7 Dec 2023
26 Nov 2023
Amount
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)
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth 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 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-incharge.
All kinds of soil
Carriage of earth by Mechanical transport including loading, unloading and stacking all complete as directed by EIC within a lead of 2 KM.
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) : 8 graded stone aggregate 40 mm nominal size)
1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size).
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
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) : 3 graded stone aggregate 20 mm nominal size).
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.
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
Abdul Gafoor
M Mohammed Aslam
Haneefa Constructions
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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