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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.0 LAccepted-AOC | ₹48.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹48.1 LRejected-AOC NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | ₹48.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹49.0 LRejected-AOC | ₹49.0 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | K K ISMAIL L2 | Nirappel L3 | RAFEEK C.H L1 |
|---|---|---|---|---|---|---|
| 1.00Reactive Maintenance (Initial Rectification works) | ||||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 21.81 | cum | 2,146.76 ₹46,827.28 | 2,195.38 ₹47,887.82 | 2,148 ₹46,854.32 |
| 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. | 8.69 | cum | 4,688.75 ₹40,735.86 | 4,794.94 ₹41,658.44 | 4,693 ₹40,772.78 |
| 1.00 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 13.12 | cum | 2,594.8 ₹34,056.75 | 2,653.57 ₹34,828.11 | 2,597 ₹34,085.63 |
| 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 | 170 | sqm | 5.16 ₹877.20 | 5.28 ₹897.60 | 5 ₹850 |
| 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. | 25.5 | cum | 3,066.89 ₹78,205.70 | 3,136.35 ₹79,976.93 | 3,070 ₹78,285 |
| 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. | 170 | sqm | 52.98 ₹9,006.60 | 54.18 ₹9,210.60 | 52 ₹8,840 |
| 1.01 | 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. | 170 | sqm | 12.47 ₹2,119.90 | 12.75 ₹2,167.50 | 12 ₹2,040 |
| 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. | 14,595 | sqm | 10.3 ₹1.5 L | 10.53 ₹1.5 L | 10 ₹1.5 L |
| 1.01 | OD197981/2024-2025:PProviding , 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. | 14,595 | sqm | 242.08 ₹35.3 L | 247.56 ₹36.1 L | 242 ₹35.3 L |
Tender Value
₹57.3 L
EMD Value
₹50,000
Closing Date
26 Jun 2025, 4:30 pmClosed
Executive Engineer PWD Roads Division Muvattup
O/o Executive Engineer PWD Roads Division Muvattupuzha
Reactive Maintenance Pre monsoon works Proactive maintenance Emergency works
2025_PWD_770305_1
PWD/RB/TR/22118/2024_5_1_1/1
Open Tender
Civil Works - Roads
360 days
Muvattupuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
5 Jan 2026
18 Jun 2025
30 Jun 2025
18 Jun 2025
26 Jun 2025
18 Jun 2025
Amount
Reactive Maintenance (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.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
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.
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.
OD197981/2024-2025:PProviding , 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.
8.4.2: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.<br> 60 cm equilateral triangle
OD197982/2024-2025:Removing the old existing vinyl sticker on the display board of Running Contract & replacing with new vinyl sticker, including lettering, symbols, & transporting to site as per the direction of engineer in charge
OD197983/2024-2025:conducting and reporting routine inspection for the entire length of the road frequency of 7 days in the agreement period
pre monsoon work
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
OD197980/2024-2025:Filling up pothole with readymix bituminous material of 25 kg packet including all charges and as per direction of departmental officers
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. <br> PCC Grade M15 <br>
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
OD197979/2024-2025:Clearing existing drain including lifting of existing cover slabs and relaying it etc complete as per direction of dept officers
OD197977/2024-2025:Engaging man mazdoor for clearing drain and other works as per direction of dept officer
Proactive or Preventive maintenance
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.
OD197976/2024-2025:Providing , laying and rolling of close graded premix surfacing on prepared surface in single course composed with 11.20mm to 0.90mm graded metal @ 0.27 m3/10m2 and hot bitumen @ 22kg/m2 to required level, line including mixing in suitable plant , rolling with power roller, etc complete
Emergency work
OD197985/2024-2025:Engaging excavator
OD197984/2024-2025:Engaging tipper for conveying earth &amp; debries
OD218986/2024-2025:Engaging labour for cutting the branches of trees and other emergency works as per instructions of departmental officers at site.
K K ISMAIL (BID ID -2232152)
Nirappel (BID ID -2232466)
Bidder Name
Nirappel
K K ISMAIL
RAFEEK C.H
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