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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₹7.5 LAccepted-AOC GP KIZHAKKAMBALAM KOLENCHERY | THRISSUR | KERALA | 680667 | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.7 L+₹19,890.36 (2.65%)Rejected-AOC 12050319 BINDHU BENNY KIZHAKKAMBALAM KERALA | KANNUR | KERALA | 670511 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VIJAY CONSTRUCTIONS L1 | ABRAHAM P M L2 |
|---|---|---|---|---|---|
| 1.00Pond Rennovation | |||||
| 1.00 | OD85260/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete (DAR 60.2.2) | 30 | hour | 451.27 ₹13,538.1 Lowest | 465.83 ₹13,974.9 |
| 1.00 | OD85155/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for
reuse for any thickness of walls in DR masonry including disposal of debris within a distance of
150m. (modified item 60.7.3) | 50.17 | cum | 749.94 ₹37,628.24 Lowest | 775.52 ₹38,911.72 |
| 1.00 | 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 | 26.4 | cum | 356.12 ₹9,401.57 Lowest | 365.15 ₹9,639.96 |
| 1.00 | OD85264/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site
(modified item 60.7.1) | 76 | cum | 3,953.53 ₹3,00,472.23 Lowest | 4,000 ₹3,04,004 |
| 1.00 | OD85265/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site (modified item
60.7.8) | 41.21 | cum | 1,698.72 ₹70,002.55 Lowest | 1,725.55 ₹71,108.19 |
| 1.01 | OD97929/2025-2026:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer in charge at site. Modified 7.1.1 | 10.5 | cum | 6,655.18 ₹69,879.39 Lowest | 6,745.4 ₹70,826.7 |
| 1.01 | 5.1.2: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 :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.4 | cum | 10,383.88 ₹87,224.59 Lowest | 10,495.77 ₹88,164.47 |
| 1.01 | 5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.6 | cum | 12,644.46 ₹7,586.68 Lowest | 12,792.18 ₹7,675.31 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 463.2 | kilogram | 111.31 ₹51,558.79 Lowest | 120.45 ₹55,792.44 |
Tender Value
₹7.6 L
EMD Value
₹18,929
Closing Date
23 Aug 2025, 3:00 pmClosed
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 Asst Engineer, LID and EW Section, Kizhakkambalam
Annual Plan-KBLM GP- Pro. No - 327/2025-26-Renovation of Ganapathikkulam in Ward No 13
2025_LSGD_786584_21
ET1/AE/LIDEW/KBLM/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
Kizhakkambalam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,670
₹18,929
19 Sept 2025
16 Aug 2025
25 Aug 2025
16 Aug 2025
23 Aug 2025
16 Aug 2025
16 Aug 2025 - 23 Aug 2025
Amount
Pond Rennovation
OD85260/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete (DAR 60.2.2)
OD85155/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. (modified item 60.7.3)
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
OD85264/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (modified item 60.7.1)
OD85265/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site (modified item 60.7.8)
OD97929/2025-2026:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer in charge at site. Modified 7.1.1
5.1.2: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 :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.52.2:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
ABRAHAM P M (BID ID -2302007)
Bidder Name
ABRAHAM P M
VIJAY CONSTRUCTIONS
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