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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.3 LAccepted-Finance LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA | ₹35.3 L | L1 | Accepted-Finance L1 BIDDER |
| 2 | L2₹36.0 L+₹68,636.93 (1.94%)Rejected-Finance | ₹36.0 L+₹68,636.93 (1.94%) | L2 | Rejected-Finance L2 BIDDER |
| 3 | L3₹36.4 L+₹1.0 L (2.92%)Rejected-Finance | ₹36.4 L+₹1.0 L (2.92%) | L3 | Rejected-Finance L3 BIDDER |
| 4 | L4₹36.9 L+₹1.6 L (4.57%)Rejected-Finance | ₹36.9 L+₹1.6 L (4.57%) | L4 | Rejected-Finance L4 BIDDER |
| 5 | L5₹39.8 L+₹4.4 L (12.6%)Rejected-Finance | ₹39.8 L+₹4.4 L (12.6%) | L5 | Rejected-Finance L5 BIDDER |
| Sl No | Description | Qty | Unit | K Chandran L5 | PRASANTH.M L2 | GOPALAKRISHNAN NAIR A L3 | SINDHU BALAN L4 | ANILKUMAR L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Initial Rectification Works | ||||||||
| 1.00 | OD9838/2026-2027:Supplying and filling up potholes with bituminous ready mix compound (25 kg bag) and compaction by ramming to get a compact surface including cost of materials, laying charges transportation to site etc. | 100 | each | 765 ₹76,500 | 694.76 ₹69,476 | 701.07 ₹70,107 | 712.68 ₹71,268 | 681.52 ₹68,152 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 4 | cum | 3,000 ₹12,000 | 2,333.1 ₹9,332.4 | 2,354.28 ₹9,417.12 | 2,393.26 ₹9,573.04 | 2,288.63 ₹9,154.52 Lowest |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 4 | cum | 6,400 ₹25,600 | 5,743.43 ₹22,973.72 | 5,795.58 ₹23,182.32 | 5,891.52 ₹23,566.08 | 5,633.97 ₹22,535.88 Lowest |
| 1.00 | 10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material | 500 | sqm | 620 ₹3,10,000 | 553.2 ₹2,76,600 | 558.22 ₹2,79,110 | 567.46 ₹2,83,730 | 542.66 ₹2,71,330 Lowest |
| 1.00 | OD9837/2026-2027:Providing and fixing of DLP board for running contract work with non- retro-reflectorised sign with 1 year warranty manufactured by vinyl printed sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. | 5.95 | sqm | 6,980 ₹41,558.92 | 6,234.93 ₹37,122.77 | 6,291.55 ₹37,459.89 | 6,395.69 ₹38,079.94 | 6,116.1 ₹36,415.26 Lowest |
| 2.00Road furniture and allied works | ||||||||
| 2.00 | 12.1.A.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3 m - Manual Means | 10 | cum | 420 ₹4,200 | 375.72 ₹3,757.2 | 379.13 ₹3,791.3 | 385.41 ₹3,854.1 | 368.56 ₹3,685.6 Lowest |
| 2.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 15.62 | cum | 1,000 ₹15,625 | 700.77 ₹10,949.53 | 707.14 ₹11,049.06 | 718.84 ₹11,231.88 | 687.42 ₹10,740.94 Lowest |
| 2.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 13.5 | cum | 7,450 ₹1,00,575 | 6,674.88 ₹90,110.88 | 6,735.49 ₹90,929.12 | 6,846.99 ₹92,434.37 | 6,547.67 ₹88,393.55 Lowest |
Tender Value
₹40.4 L
EMD Value
₹50,000
Closing Date
14 Sept 2026, 2:00 pmClosed
Executive Engineer PWD Roads Division Thiruvananth
Executive Engineer PWD Roads Division Thiruvananthapuram
GENERAL RM 2026 27 RC 2 Zone 3 One Year Running Contract for Various PWD Roads Under Roads Section Cantonment in TVM District 4 road stretches for a length of 9700 m General Civil Work
2026_PWD_867616_1
PWD/RB/TR/6182/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
360 days
Cantonment
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
17 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Initial Rectification Works | |||||
| 1.001 | OD9838/2026-2027:Supplying and filling up potholes with bituminous ready mix compound (25 kg bag) and compaction by ramming to get a compact surface including cost of materials, laying charges transportation to site etc. | 100 | each | - | - |
| 1.002 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 4 | cum | - | - |
| 1.003 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 4 | cum | - | - |
| 1.004 | 10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material | 500 | sqm | - | - |
| 1.005 | OD9837/2026-2027:Providing and fixing of DLP board for running contract work with non- retro-reflectorised sign with 1 year warranty manufactured by vinyl printed sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. | 5.95 | sqm | - | - |
| 2Road furniture and allied works | |||||
| 2.001 | 12.1.A.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3 m - Manual Means | 10 | cum | - | - |
| 2.002 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 15.63 | cum | - | - |
| 2.003 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 13.5 | cum | - | - |
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