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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.7 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 15-06-2026 | |
| 2 | L2₹86.0 L+₹2.3 L (2.71%)Rejected-AOC KACHEETTI PUTHEN VEEDU PALIYODE KUNNATHUKAL ANAVOOR P O TRIVANDRUM 695124 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695124 | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted | |
| 4 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted | |
| 5 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | MOHANAKUMAR V L2 | VISHNU J R L1 | KRISHNAN KUTTY S L5 | J S Subhash Chandra Babu L4 | ISRAYEL Y L L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00POND RENNOVATION | ||||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 502.5 | sqm | 7.91 ₹3,974.78 Lowest | 9.39 ₹4,718.48 | 9 ₹4,522.5 | 8.43 ₹4,236.08 | 8.17 ₹4,105.43 |
| 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 | 200 | hour | 294.9 ₹58,980 | 247.25 ₹49,450 Lowest | 317 ₹63,400 | 314.01 ₹62,802 | 304.44 ₹60,888 |
| 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 | 2,025 | cum | 219.87 ₹4,45,236.75 Lowest | 237.02 ₹4,79,965.5 | 236 ₹4,77,900 | 234.12 ₹4,74,093 | 226.98 ₹4,59,634.5 |
| 1.00 | OD444040/2025-2026: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 | 126 | cum | 646.51 ₹81,460.26 | 542.05 ₹68,298.3 Lowest | 695 ₹87,570 | 688.41 ₹86,739.66 | 667.42 ₹84,094.92 |
| 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 | 331.04 | cum | 307.01 ₹1,01,633.51 | 257.4 ₹85,210.47 Lowest | 330 ₹1,09,244.19 | 326.9 ₹1,08,217.96 | 316.93 ₹1,04,917.46 |
| 1.01 | OD444041/2025-2026: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 . | 100.8 | cum | 1,464.42 ₹1,47,613.54 Lowest | 1,666.31 ₹1,67,964.05 | 1,575 ₹1,58,760 | 1,559.31 ₹1,57,178.45 | 1,511.78 ₹1,52,387.42 |
| 1.01 | OD444035/2025-2026: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 . | 659.54 | cum | 3,408.24 ₹22,47,880.83 | 3,265.77 ₹21,53,915.74 Lowest | 3,666 ₹24,17,884.64 | 3,629.08 ₹23,93,534.31 | 3,518.45 ₹23,20,569.07 |
| 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) | 80.66 | cum | 7,120.78 ₹5,74,383.48 | 6,823.12 ₹5,50,373.33 Lowest | 7,659 ₹6,17,797.92 | 7,582.19 ₹6,11,602.19 | 7,351.05 ₹5,92,957.75 |
| 1.01 | OD444042/2025-2026:PVC WEEP HOLES-Providing weep holes using 50mm dia PVC pipes working pressure 6kg /sq.cm including cost of materials ,conveyance,labour charges etc complete | 84 | metre | 60.53 ₹5,084.52 Lowest | 68.88 ₹5,785.92 | 65.11 ₹5,468.82 | 64.45 ₹5,413.8 | 62.48 ₹5,248.32 |
Tender Value
₹1.0 Cr
EMD Value
₹50,000
Closing Date
6 Apr 2026, 4:00 pmClosed
Superintending Engineer
Superintending Engineer Thiruvananthapuram Corporation 695033
TMC/OF/CELSGD/4856/2026- AMRUT-Pond rennovation-AMRUTH- Mottavila pond rennovation in Mannanthala ward (New Tender)
2026_LSGD_847733_1
DB/62983/2025-26(161)
Open Tender
Civil Works - Others
Item Rate
180 days
Mannanthala ward
Please refer Tender documents.
9 documents required · 9 mandatory
₹6,508
Yes
₹50,000
Yes
21 Jun 2026
16 Mar 2026
7 Apr 2026
16 Mar 2026
6 Apr 2026
16 Mar 2026
POND RENNOVATION
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
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
OD444040/2025-2026: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
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
OD444041/2025-2026: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 .
OD444035/2025-2026: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 .
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)
OD444042/2025-2026:PVC WEEP HOLES-Providing weep holes using 50mm dia PVC pipes working pressure 6kg /sq.cm including cost of materials ,conveyance,labour charges 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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
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)
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level 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)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
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.)
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
OD444037/2025-2026:Provision for water quality test (Charge for Water quality tests specified by the Engineer in charges ( Payment as per actual bill from approved lab)
OD444036/2025-2026:Granite Inaguration Stone
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