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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.1 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹37.0 L+₹2.9 L (8.42%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Vanajan L3 | J S Subhash Chandra Babu L1 | UTHAMAN.K L2 |
|---|---|---|---|---|---|---|
| 1.00Renovation of pond | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 260 | sqm | 16.75 ₹4,355 | 15.43 ₹4,011.8 Lowest | 16.73 ₹4,349.8 |
| 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 | 93.38 | cum | 331 ₹30,907.13 | 305.24 ₹28,501.79 Lowest | 330.95 ₹30,902.46 |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 222 | hour | 317 ₹70,374 | 293.21 ₹65,092.62 Lowest | 317.9 ₹70,573.8 |
| 1.00 | OD104556/2025-2026:Modified DAR(60.7.3) DISMANTLING DR-Dismantling,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. | 78 | cum | 696 ₹54,288 | 642.8 ₹50,138.4 Lowest | 696.92 ₹54,359.76 |
| 1.00 | OD104559/2025-2026:Modified DAR (60.7.8)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 | 62.4 | cum | 1,578 ₹98,467.2 | 1,456 ₹90,854.4 Lowest | 1,578.61 ₹98,505.26 |
| 1.01 | OD104560/2025-2026:Modified DAR (60.7.1)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 labour charges etc complete. | 255.4 | cum | 3,674 ₹9,38,339.6 | 3,388.64 ₹8,65,458.66 Lowest | 3,673.99 ₹9,38,337.05 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 6.88 | cum | 7,675 ₹52,804 | 7,079.84 ₹48,709.3 Lowest | 7,676.01 ₹52,810.95 |
| 1.01 | 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 | 125 | cum | 738 ₹92,250 | 618.91 ₹77,363.75 Lowest | 671.36 ₹83,920 |
| 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) | 13.35 | cum | 9,649 ₹1,28,814.15 | 8,900.22 ₹1,18,817.94 Lowest | 9,649.67 ₹1,28,823.09 |
Tender Value
₹41.1 L
EMD Value
₹50,000
Closing Date
7 Aug 2025, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, LID EW Section, Thiruvananthapuram Municipal Corparation Office
TMC-OF-CELSGD/97639/23- AMRUT 2.0- Beautification and Renovation of Malapparikonam Pond in Powdikonam ward
2025_LSGD_779581_5
DB/62983/2025-26(45)
Open Tender
Civil Works - Others
Item Rate
180 days
Powdikonam ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
2 Sept 2025
28 Jul 2025
11 Aug 2025
28 Jul 2025
7 Aug 2025
28 Jul 2025
Amount
Renovation of pond
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD104556/2025-2026:Modified DAR(60.7.3) DISMANTLING DR-Dismantling,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.
OD104559/2025-2026:Modified DAR (60.7.8)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
OD104560/2025-2026:Modified DAR (60.7.1)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 labour charges etc complete.
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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
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)
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
4.1.8: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)
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
13.52.1: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 steel work
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
OD171471/2023-2024:Providing and fixing Granite of any colour and shade for Name Board, of required size laid over base of cement mortar 1:4 (1 cement : 4 coarse sand), including all charges etc. complete at all,levels, including lettering and fixing.
OD132512/2025-2026:Providing and installing Floating WetLands .construct the floating wetland frame using 110mm PVC pipes and PVC fittings such as equal tees, ensuring that all joints are airtight. Cover the frame with plastie mesh, and lay a geotextile layer on top of the frame to protect plant roots from the direct sunlight, capture falling organie matter and prevent weed colonization. Secure the geotextile layer to the frame with cable ties. Use locally native plants such as Canna indica or similar type (minimum 16 nos per 4 sqm Area) which can purify water by absorbing nutrients and toxic gases in water that thrive in water and will not outgrow the floating wetland. The rate should include all materials, labor charge and related costs, including monitoring and maintaining floating wetland for one year. Monitoring ineludes checking plant health, water quality(testing fee will be paid separately) and structural stability of floating wetland. Periodically harvest some plants to remove accumulated nutrients and maintain treatment efficiencies
OD165042/2025-2026:Provision for water quality testing as per bill
OD165043/2025-2026:Granite Inauguration stone
UTHAMAN.K (BID ID -2277947)
Vanajan (BID ID -2277908)
Bidder Name
J S Subhash Chandra Babu
Vanajan
UTHAMAN.K
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