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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.4 LAccepted-AOC | ₹51.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹51.6 LRejected-AOC | ₹51.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹52.7 LRejected-AOC | ₹52.7 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | K GOPI L1 | ASHIK P MUHAMMED L3 | Nirappel L2 |
|---|---|---|---|---|---|---|
| 1.00Reactive maintenance (Initial rectification work ) | ||||||
| 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 | 60 | sqm | 5.33 ₹319.80 | 10 ₹600 | 5.35 ₹321 |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 69 | cum | 3,113.02 ₹2.1 L | 3,400 ₹2.3 L | 3,127.4 ₹2.2 L |
| 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. | 30 | cum | 3,165.59 ₹94,967.70 | 3,300 ₹99,000 | 3,180.21 ₹95,406.30 |
| 1.00 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. | 660 | sqm | 1,044.73 ₹6.9 L | 1,150 ₹7.6 L | 1,049.55 ₹6.9 L |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 32.01 | cum | 2,215.85 ₹70,918.28 | 2,800 ₹89,614 | 2,226.08 ₹71,245.69 |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 13.18 | cum | 2,291.53 ₹30,211.53 | 2,600 ₹34,278.40 | 2,302.11 ₹30,351.02 |
| 1.01 | 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. | 32.01 | cum | 4,839.64 ₹1.5 L | 4,400 ₹1.4 L | 4,862 ₹1.6 L |
| 1.01 | 55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm. | 13.18 | cum | 3,964.89 ₹52,273.11 | 3,500 ₹46,144 | 3,983.2 ₹52,514.51 |
| 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. | 9,200 | sqm | 10.63 ₹97,796 | 10 ₹92,000 | 10.68 ₹98,256 |
Tender Value
₹59.3 L
EMD Value
₹50,000
Closing Date
25 Jun 2025, 10:00 amClosed
Executive Engineer PWD Roads Division Muvattup
O/o Executive Engineer PWD Roads Division Muvattupuzha
Reactive Maintenance Pre monsoon works Proactive maintenance
2025_PWD_770286_1
PWD/RB/TR/20067/2024_5_1_1/1
Open Tender
Civil Works - Roads
360 days
Pothanicadu
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
3 Jan 2026
18 Jun 2025
27 Jun 2025
18 Jun 2025
25 Jun 2025
18 Jun 2025
Amount
Reactive maintenance (Initial rectification work )
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
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
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.
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.
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.
OD170410/2024-2025:OD129035/2021-2022 Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 Type A) to required line, grade and level on a previously prepared base, 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. By Manual means.
OD170411/2024-2025:Providing and fixing RC work board with non reflectorised vinyl sign with 1 year warranty manufactured vinyl printed sheeting fixed over aluminium sheeting 2 mm thick aluminium composite material 4 mm thick with area not exceeding 0.9 sqm,with suitable back supporting frame of MS angle 40 x 40xx6 and supported on GI pipe pole 50 mm NB confirming to IS 1239DLP board of fabricated steel work by using ISA 25X25X5mm and MS sheet of 0,5mm thick including all charges of materials and all labour charges, fabrication , conveyance, fixing, painting , vinayal sticker letter work etc complete as per direction of departmental officers
OD56507/2025-2026:Removing the old existing vinyl sticker on the display board running contract and replacing vinyl sticker, including lettering, symbols and transporting to the site as per approved drawings and direction of site engineer
Pre monsoon works
2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means
OD203712/2024-2025:Engaging Wood cutter for cutting trees and overhanging branches
OD170407/2024-2025:Labour engaged for clearing culverts and drain, removing water stagnation, etc
OD170408/2024-2025:Hire charges for Tipper for removing the materials to the dumping place
OD170405/2024-2025:Hire charges of JCB for clearing water stagnation, deposited sols from road portion etc
OD170404/2024-2025:Conducting and reporting routine inspections for the entire length of the project road at frequently of 7 days through out the agreement period of contract as directed by the departmental officers at site
OD170406/2024-2025:Filling up potholes with bituminous ready mix compound (25 kg bag) and compacting by ramming to get a compact surface after applying bituminous priming coat measured seperately including cost of material, laying charges, transportation to site etc. complete rate is arrived for a bag of 25 kg
55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.
Proactive / preventive maintenance
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD170409/2024-2025:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
OD203714/2024-2025:Dry Rubble masonry for Retaining wall
8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
Nirappel (BID ID -2231464)
ASHIK P MUHAMMED (BID ID -2231377)
Bidder Name
K GOPI
Nirappel
ASHIK P MUHAMMED
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