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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | - | Rejected-Technical L2 |
Tender Value
₹15.9 L
EMD Value
₹39,817
Closing Date
11 Apr 2025, 4:30 pmClosed
EE
Executive EngineerPWD Roads Division Manjer
Urgent reconstruction of Damaged Culvert in Kannamkulam- kannamkadav Mukkilappeedika- Vayanasala Road in KM 7/200 Kottakkal LAC in Malappuram District- General Civil Work-General Civil Work
2025_PWD_756891_1
D4/PWD/RB/20020/2024-25 Dtd 29.03.2025
Open Tender
Civil Works - Roads
Item Rate
Kuttippuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹39,817
Yes
17 Jun 2025
29 Mar 2025
15 Apr 2025
29 Mar 2025
11 Apr 2025
29 Mar 2025
Amount
Re Construction of Damaged Culvert
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
2.4.4.B: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 Dismantling Stone Masonry - Rubble stone masonry in cement mortar.
12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
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.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
OD201345/2024-2025:Dry Rubble Masonry- Dry Rubble (Departmental supply) without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and level cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site
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.
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.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
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.
OD231860/2024-2025:Providing laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using viscosity grade bitumen (VG-30) to the required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to the required level and grade
ABDUL RASHEED P (BID ID -2192242)
Bidder Name
Abdul Nasar P
ABDUL RASHEED P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1229433.pdf
boq_comp_chart.xlsx
xlsx
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