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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance GOVT CONTRACTOR STEWARTGUNJ SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹22,903
Closing Date
2 Jun 2025, 10:00 amClosed
EE/ZP/SA
Executive Engineer Zilla Parishad South Andaman
construction of shed at burial ground at ward no 2 wimberlygunj gram panchayat under zilla parishad south andaman
2025_OEEPB_18679_1
EE/ZP/SA/2025-2026/06
Open Tender
Civil Works - Others
Works
120 days
wimberlygunj
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹22,903
6 Jun 2025
26 May 2025
3 Jun 2025
26 May 2025
2 Jun 2025
26 May 2025
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
Centering and shuttering including strutting, propping etc. and removal of form work for :
Columns, piers, abutments, pillars, posts and struts
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 leve
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in
Cement mortar 1:4 (1 cement : 4 coarse sand)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Electric resistance or induction butt welded tubes
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
0.63 mm thick with zinc coating not less than 275 gm/ m²
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.
0.63 mm thick with zinc coating not less than 275 gm/m²
Providing CC surface drain with 1:4:8 (1 Cement 4 sand 8 graded stone aggregate 40 mm nominal size) finishing with 1:4 i/c floating coat of neat cement inside the drain and its top and exposed surface i/c earth work in excavation and disposal of surplus earth.
15 cm x 15 cm surface drain
N H CONSTRUCTION (BID ID -54930)
SHRI BALAJI ENTERPRISES (BID ID -54927)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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