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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.2 LAccepted-AOC | ₹57.2 L | L1 | Accepted-AOC LOWEST QUOTED BID |
| 2 | L2₹58.4 LRejected-AOC | ₹58.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹58.8 LRejected-AOC | ₹58.8 L | L3 | Rejected-AOC L3 |
| 4 | L4₹61.5 LRejected-AOC | ₹61.5 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Mithun Joseph Thomas L1 | ABHISHIKTH VIJAY L2 | P.J THOMAS L4 | Nikhil S L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road work-Morth | |||||||
| 1.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.3 | Hectare | 59,200 ₹18,056 | 60,041.56 ₹18,312.68 | 59,500 ₹18,147.50 | 60,594 ₹18,481.17 |
| 1.00 | 3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 3,150 | sqm | 6.5 ₹20,475 | 6.96 ₹21,924 | 7 ₹22,050 | 7.02 ₹22,113 |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 315 | cum | 4,010 ₹12.6 L | 4,067.6 ₹12.8 L | 4,500 ₹14.2 L | 4,105.1 ₹12.9 L |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 85.05 | cum | 3,000 ₹2.6 L | 2,996.03 ₹2.5 L | 3,200 ₹2.7 L | 3,023 ₹2.6 L |
| 1.00 | 55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 28.35 | cum | 3,100 ₹87,885 | 3,099 ₹87,856.65 | 3,500 ₹99,225 | 3,393 ₹96,191.55 |
| 1.01 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 3,150 | sqm | 76 ₹2.4 L | 78.22 ₹2.5 L | 78 ₹2.5 L | 78.94 ₹2.5 L |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 3,150 | sqm | 13.5 ₹42,525 | 14.08 ₹44,352 | 14 ₹44,100 | 14.21 ₹44,761.50 |
| 1.01 | 55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means. | 3,150 | sqm | 275 ₹8.7 L | 275.42 ₹8.7 L | 300 ₹9.4 L | 277.96 ₹8.8 L |
| 1.01 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 862.5 | sqm | 60 ₹51,750 | 64.9 ₹55,976.25 | 80 ₹69,000 | 65.53 ₹56,519.63 |
Tender Value
₹53.8 L
EMD Value
₹50,000
Closing Date
16 Sept 2025, 6:00 pmClosed
Executive Engineer
KIP RB DIV No2 KOTTARAKKARA
GENERAL KIP RB Canal road maintenance Renovation and reconstruction of KIP Canal Road from chainage 12000m t0 15700m in Thenmala panchayath General Civil Work
2025_Irrig_794179_1
IRR/PII/TR/6823/2024_5_1_1/1
Open Tender
Civil Works - Roads
180 days
Thenmala
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
7 Jan 2026
3 Sept 2025
18 Sept 2025
3 Sept 2025
16 Sept 2025
3 Sept 2025
Amount
Road work-Morth
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
Rectification of Damaged Handrails of Chaliyakkara Aqueduct at Ch: 13217m to 13487 m
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
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
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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) : 4 graded stone aggregate 20 mm nominal size)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
ABHISHIKTH VIJAY (BID ID -2340333)
Nikhil S (BID ID -2340340)
P.J THOMAS (BID ID -2338715)
Bidder Name
P.J THOMAS
Nikhil S
ABHISHIKTH VIJAY
Mithun Joseph Thomas
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