Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.3 LAccepted-AOC | ₹70.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹71.1 LRejected-AOC | ₹71.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹76.1 LRejected-AOC | ₹76.1 L | L3 | Rejected-AOC L3 |
| 4 | L4₹84.3 LRejected-AOC KANJIRATHINKAL MEEMPARA | KOTTAYAM | KERALA | 686001 | ₹84.3 L | L4 | Rejected-AOC L5 |
| 5 | L5₹82.4 LRejected-AOC KERALA KL | KANNUR | KERALA | 670511 | ₹82.4 L | L5 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | ALBERT CHERIAN L3 | va george L2 | SUNNY K M L4 | NOYAL RAJU L5 | Mc.Rajan L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00initial rectification works | ||||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 41.1 | cum | 2,305 ₹94,747.03 | 2,265 ₹93,102.83 | 2,551.02 ₹1.0 L | 2,609.87 ₹1.1 L | 2,174.91 ₹89,399.68 |
| 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. | 41.1 | cum | 5,050 ₹2.1 L | 4,892 ₹2.0 L | 5,571.95 ₹2.3 L | 5,700.49 ₹2.3 L | 4,750.23 ₹2.0 L |
| 1.00 | 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. | 10,265 | sqm | 12 ₹1.2 L | 10.5 ₹1.1 L | 12.24 ₹1.3 L | 12.53 ₹1.3 L | 10.43 ₹1.1 L |
| 1.00 | OD140331/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 10,265 | sqm | 260 ₹26.7 L | 246.8 ₹25.3 L | 287.67 ₹29.5 L | 294.31 ₹30.2 L | 245.25 ₹25.2 L |
| 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 | 690 | sqm | 6 ₹4,140 | 5.4 ₹3,726 | 6.14 ₹4,236.60 | 6.28 ₹4,333.20 | 5.23 ₹3,608.70 |
| 1.01 | 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 | 118.5 | cum | 3,240 ₹3.8 L | 3,085 ₹3.7 L | 3,583.22 ₹4.2 L | 3,665.88 ₹4.3 L | 3,055.51 ₹3.6 L |
| 1.01 | 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. | 790 | sqm | 1,200 ₹9.5 L | 1,047 ₹8.3 L | 1,207.3 ₹9.5 L | 1,235.15 ₹9.8 L | 1,025.43 ₹8.1 L |
| 1.01 | OD140329/2025-2026:Conducting and reporting routine inspection for the entire length of the Project road at a
frequency of once in a month throughout the agreement period of the running contract as directed by the
Departmental officer at site. | 344.4 | km | 50 ₹17,220 | 48.9 ₹16,841.16 | 54.45 ₹18,752.58 | 55.7 ₹19,183.08 | 46.41 ₹15,983.60 |
| 1.01 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. | 500 | sqm | 500 ₹2.5 L | 470.68 ₹2.4 L | 535.39 ₹2.7 L | 547.74 ₹2.7 L | 457.02 ₹2.3 L |
Tender Value
₹82.7 L
EMD Value
₹50,000
Closing Date
12 Nov 2025, 6:00 pmClosed
Executive Engineer
O/O Executive Engineer, PWD Roads Division, Muvattupuzha
Under RC 2025-26 Zone II the following 4 road stretches are included for one year running contract. Pandianpara Maneed road, Mulloorpady Kalamboorkavu road 4 to 8.80, Thripunithura Piravom road 16.40 to 20.10, Thodupuzha Piravom SH 25.00 to 33.40
2025_PWD_819125_1
PWD/RB/TR/16394/2025_5_1_1/1
Open Tender
Civil Works - Roads
365 days
PIRAVOM
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
₹50,000
Yes
19 Feb 2026
5 Nov 2025
15 Nov 2025
5 Nov 2025
12 Nov 2025
5 Nov 2025
Amount
initial rectification works
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
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.
OD140331/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.
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
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.
OD140329/2025-2026:Conducting and reporting routine inspection for the entire length of the Project road at a frequency of once in a month throughout the agreement period of the running contract as directed by the Departmental officer at site.
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade 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.
8.4.4:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 80 mm x 60 mm rectangular
OD140554/2025-2026:Providing and Fixing vinyl sticker in existing DLP board including lettering and printing
55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.
8.4.12:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 50cmx 60 cm rectangular (Single chevron etc.)
8.4.10:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 90 cm circular
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)
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
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)
12.8.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
Pre monsoon works
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD140323/2025-2026:Engaging manmazdoor
OD140322/2025-2026:Filling up pot holes using ready mix bituminous materia(25 kg bag) including all cost & conveyance of materials and labour charges as directed by departmental officers
Anticipatory tarring works
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
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.
OD140332/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.
Emergency works
OD140326/2025-2026:Hire charges for tipper for removing the materials to dumping place
OD140593/2025-2026:Hire Charges for JCB
OD140666/2025-2026:Hire and running charges of light crane
OD172693/2025-2026:Engaging wood cutter for cutting trees and branches standing in dangerous conditions
va george (BID ID -2436640)
ALBERT CHERIAN (BID ID -2436625)
SUNNY K M (BID ID -2437014)
NOYAL RAJU (BID ID -2436787)
Bidder Name
ALBERT CHERIAN
SUNNY K M
va george
Mc.Rajan
NOYAL RAJU
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.08 MB
BOQ_1372970.xls
BOQ • 0.33 MB
SBD.pdf
Tender Documents • 1.64 MB
prly.pdf
Additional Documents • 2.31 MB
epymnt.pdf
Additional Documents • 0.06 MB
afdvt.pdf
Additional Documents • 0.26 MB
Download all tender documents and submit your bid