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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC 402 SUB TREASURY KOTTARAKARA KOTTARAKKARA | KOLLAM | KERALA | 689695 | L1 | Accepted-AOC Executed agrt | |
| 2 | Rejected-Technical PLEASE WRITE OR TYPE BELOW THIS LINE | - | Rejected-Technical L2 |
Tender Value
₹10.2 L
EMD Value
₹25,424
Closing Date
11 Mar 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office Of The Assistant Engineer, Melila G
Annual Plan 24-25 Melila GP Pr. No 107/25 Melila UPS Maintenance
2025_LSGD_740154_2
107/AE/LSGD/Melila/24-25
Open Tender
Civil Works - Buildings
Item Rate
180 days
Melila GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,424
Yes
27 Mar 2025
4 Mar 2025
12 Mar 2025
4 Mar 2025
11 Mar 2025
4 Mar 2025
Amount
maintenance
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
50.10.2:Steel work for purlin/single section with G I pipes 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
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
OD410854/2024-2025:Providing and fixing 0.35 mm thick tile profile/Trafford sheets roofing up to any pitch and fixing with polymer coated j, or L hooks, bolts and nuts 8mm dia. G.I plain and bitumen washers or with self drilling faster and EPDM washers etc .complete (excluding the cost of purlins, rafters and trusses including cutting sheets to size and shape wherever required.
OD410856/2024-2025:Supplying and fixing 150mm dia PVC rain water gutter semi circular section including fitting with 32mx5m MS flat supporters at 1m interval etc. complete
50.18.8.7.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc. 63 mm pipe 6 Kgf/cm2
11.41.4:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 1000x1000 mm
OD447803/2024-2025:providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction ,of approved size,design &amp:shape,laid in required colour and pattern over and including 50mm thick compacted bed of coarse aggregate 6mm,etc.all complete as per the direction of Engineer-in charge
2.8.1: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 up to 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
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
ANILKUMAR V (BID ID -2147861)
Bidder Name
REJI JOHN
ANILKUMAR V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1201358.pdf
boq_comp_chart.xlsx
xlsx
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