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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹34.9 L+₹2.5 L (7.78%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | J S Subhash Chandra Babu L1 | SIDHIKH A L5 | VISHNU J R L3 | UTHAMAN.K L2 | SABIN D RAJ L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Renovation of pond | ||||||||
| 1.00 | OD120246/2025-2026: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 | 57.38 | cum | 646.59 ₹37,098.1 Lowest | 721.7 ₹41,407.54 | 774.36 ₹44,428.91 | 696.92 ₹39,985.79 | 712 ₹40,851 |
| 1.00 | OD120196/2025-2026:DR with Departmental Stone - Dry rubble masonry with good quality blasted rubble including packing to compactness to lines
and levels cost and labour charge etc.complete as per direction of
departmental officer in charge. up to plinth level . | 45.9 | cum | 1,464.6 ₹67,225.14 Lowest | 1,634.74 ₹75,034.57 | 1,754.01 ₹80,509.06 | 1,578.61 ₹72,458.2 | 1,613 ₹74,036.7 |
| 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 | 193.12 | cum | 307.05 ₹59,299.03 Lowest | 342.72 ₹66,187.8 | 349.33 ₹67,464.36 | 330.95 ₹63,914.72 | 337 ₹65,083.13 |
| 1.00 | 2.6.1: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-in-charge.All kinds of soil | 1,540 | cum | 219.9 ₹3,38,646 Lowest | 245.44 ₹3,77,977.6 | 263.35 ₹4,05,559 | 237.02 ₹3,65,010.8 | 241 ₹3,71,140 |
| 1.00 | OD120206/2025-2026:Dry rubble masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of materials labour charge etc.complete as per direction of departmental officer in charge. up to plinth level . | 313.1 | cum | 3,408.65 ₹10,67,231.27 Lowest | 3,804.62 ₹11,91,207.5 | 3,878.1 ₹12,14,213.72 | 3,673.99 ₹11,50,307.9 | 3,755 ₹11,75,671.73 |
| 1.01 | 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 | 60 | hour | 294.94 ₹17,696.4 Lowest | 329.2 ₹19,752 | 353.22 ₹21,193.2 | 317.9 ₹19,074 | 324 ₹19,440 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 76.8 | sqm | 716.65 ₹55,038.72 Lowest | 799.9 ₹61,432.32 | 858.26 ₹65,914.37 | 772.43 ₹59,322.62 | 789 ₹60,595.2 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 26.88 | cum | 8,504.77 ₹2,28,608.22 Lowest | 9,492.75 ₹2,55,165.12 | 9,676.08 ₹2,60,093.03 | 9,166.82 ₹2,46,404.12 | 9,370 ₹2,51,865.6 |
| 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 | 1,209.6 | kilogram | 95.96 ₹1,16,073.22 Lowest | 107.11 ₹1,29,560.26 | 109.17 ₹1,32,052.03 | 103.43 ₹1,25,108.93 | 105 ₹1,27,008 |
Tender Value
₹38.8 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/76287/23- AMRUTH 2.0 Keezhetikavu (Puthukulam) pond Rnovation at Cheruvaikal ward
2025_LSGD_779581_3
DB/62983/2025-26(45)
Open Tender
Civil Works - Others
Item Rate
180 days
Cheruvaikal 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
OD120246/2025-2026: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
OD120196/2025-2026:DR with Departmental Stone - Dry rubble masonry with good quality blasted rubble including packing to compactness to lines and levels cost and labour charge etc.complete as per direction of departmental officer in charge. up to plinth level .
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
2.6.1: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-in-charge.All kinds of soil
OD120206/2025-2026:Dry rubble masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of materials labour charge etc.complete as per direction of departmental officer in charge. up to plinth level .
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
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 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
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
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
OD153496/2025-2026:Providing and installing floating Wet Lands, construct the floating wetland frame using 110 mm PVC fittings such as equal tees ensuring that all joints are airtight . Cover the frame with plastic mesh and lay a geotextile layer on the top of the frame to protect plant roots from direct sunlight, capture falling organic matter and prevent weed colonization. Secure the geotextile layer to frame with cable ties. Use locally native plant such as canna indica or similar type ( minimum 16 nos per 4 sm area ) which can purify water by absorbing nutrients and toxic gases in water that trive in water and will not outgrow the floating wetland . The rate should include all materials, labour charge and related cost, including monitoring and maintaining floating wetland for one year. Monitoring include checking plant health, water quality and structural stability of floating wetland. Periodicallyharvest some plants to remove accumulated nutrients and maintain treatment efficiencies
OD162805/2025-2026:Granite Inaguration Stone
OD162806/2025-2026:Provision for water quality testing
UTHAMAN.K (BID ID -2277970)
VISHNU J R (BID ID -2278621)
SABIN D RAJ (BID ID -2275961)
SIDHIKH A (BID ID -2278379)
Bidder Name
J S Subhash Chandra Babu
UTHAMAN.K
SIDHIKH A
VISHNU J R
SABIN D RAJ
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