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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹25.9 L+₹1.7 L (6.85%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence not admitted | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | Vishnu V L8 | SHINE MM L2 | F.Satheesh Raj L1 | MANIKUTTAN S L3 | MANILAL T R L5 | SELVARAJ L6 | SANAL KUMAR S L4 | SINDHU BALAN L10 | RATHEESH L7 | SURESH S A L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Retaining wall | |||||||||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.2 | Hectare | 46,200 ₹9,240 | 100 ₹20 Lowest | 39,400 ₹7,880 | 42,072.26 ₹8,414.45 | 43,323.84 ₹8,664.77 | 43,323.84 ₹8,664.77 | 42,457.36 ₹8,491.47 | 46,886.02 ₹9,377.2 | 46,216.9 ₹9,243.38 | 48,137 ₹9,627.4 |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 31.28 | cum | 925 ₹28,934 | 700 ₹21,896 Lowest | 788 ₹24,648.64 | 841.45 ₹26,320.56 | 866.4 ₹27,100.99 | 866.48 ₹27,103.49 | 849.15 ₹26,561.41 | 937.73 ₹29,332.19 | 924.35 ₹28,913.67 | 962 ₹30,091.36 |
| 1.00 | OD316151/2024-2025:RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.00m bottom width 2.00m height 2.00 side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc. (Modified DSR item 60.1.2) | 23 | metre | 1,955 ₹44,965 | 1,600 ₹36,800 Lowest | 1,670 ₹38,410 | 1,777.55 ₹40,883.65 | 1,830.43 ₹42,099.89 | 1,830.43 ₹42,099.89 | 1,793.82 ₹41,257.86 | 1,980.93 ₹45,561.39 | 1,952.65 ₹44,910.95 | 2,033 ₹46,759 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 34 | cum | 6,750 ₹2,29,500 | 6,000 ₹2,04,000 | 5,730 ₹1,94,820 Lowest | 6,117.95 ₹2,08,010.3 | 6,299.95 ₹2,14,198.3 | 6,299.95 ₹2,14,198.3 | 6,173.95 ₹2,09,914.3 | 6,817.94 ₹2,31,809.96 | 6,720.6 ₹2,28,500.4 | 6,999 ₹2,37,966 |
| 1.00 | 12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii) In cement mortar (1:5) | 78.75 | cum | 9,450 ₹7,44,187.5 | 8,350 ₹6,57,562.5 | 8,000 ₹6,30,000 Lowest | 8,592.77 ₹6,76,680.64 | 8,848.39 ₹6,96,810.71 | 8,848.39 ₹6,96,810.71 | 8,671.42 ₹6,82,874.33 | 9,575.92 ₹7,54,103.7 | 9,439.26 ₹7,43,341.73 | 9,831 ₹7,74,191.25 |
| 1.01 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 7.16 | cum | 11,200 ₹80,192 | 9,000 ₹64,440 Lowest | 9,500 ₹68,020 | 10,192.27 ₹72,976.65 | 10,495.48 ₹75,147.64 | 10,495.48 ₹75,147.64 | 10,285.57 ₹73,644.68 | 11,358.44 ₹81,326.43 | 11,196.34 ₹80,165.79 | 10,524.63 ₹75,356.35 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.95 | tonne | 98,600 ₹93,670 | 95,000 ₹90,250 | 84,200 ₹79,990 Lowest | 89,732.92 ₹85,246.27 | 92,402.33 ₹87,782.21 | 92,402.33 ₹87,782.21 | 90,554.28 ₹86,026.57 | 99,999.85 ₹94,999.86 | 98,572.75 ₹93,644.11 | 1,02,670 ₹97,536.5 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.75 | cum | 9,350 ₹35,062.5 | 8,600 ₹32,250 | 7,950 ₹29,812.5 Lowest | 8,500.45 ₹31,876.69 | 8,753.33 ₹32,824.99 | 8,753.33 ₹32,824.99 | 8,578.26 ₹32,168.48 | 9,473.05 ₹35,523.94 | 9,337.85 ₹35,016.94 | 8,777.64 ₹32,916.15 |
| 1.01 | OD329034/2024-2025:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | 37 | metre | 118 ₹4,366 | 100 ₹3,700 | 96 ₹3,552 Lowest | 103.01 ₹3,811.37 | 106.07 ₹3,924.59 | 106.07 ₹3,924.59 | 103.95 ₹3,846.15 | 114.8 ₹4,247.6 | 113.1 ₹4,184.7 | 117 ₹4,329 |
Tender Value
₹29.7 L
EMD Value
₹50,000
Closing Date
28 Feb 2026, 5:00 pmClosed
Superintending Engineer
Superintending Engineer Thiruvananthapuram Corporation 695033
TMC - OF - CELSGD - 113012 - 24-Maintenance of Kaattil Kulam Bund Road in Chellamangalam Ward Sreekariyam zonal (Re Tendr)
2026_LSGD_832445_2
DB/62983/2025-26 (117)
Open Tender
Civil Works - Roads
Item Rate
180 days
Chellamangalam Ward
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
16 May 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
Retaining wall
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD316151/2024-2025:RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.00m bottom width 2.00m height 2.00 side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc. (Modified DSR item 60.1.2)
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii) In cement mortar (1:5)
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD329034/2024-2025:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD373050/2025-2026: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. Mod DAR 50.2.26.1
OD331938/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD337171/2024-2025: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.)
OD394301/2024-2025:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
OD372911/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (modified MoRD 75.8.1 Excluding Form work) (i) Nominal mix (1:2:4)
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
OD233593/2025-2026:Chequerred precast cement concrete tiles 22 mm thick in footpath &amp;amp; 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). Dark shade pigment using ordinary cemen
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