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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.1 LAccepted-AOC NIRAPPEL MUDAVOOR P O | KANNUR | KERALA | 670612 | ₹49.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹49.2 LRejected-AOC | ₹49.2 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K K ISMAIL L1 | MUHAMMED SAHAD N S L2 |
|---|---|---|---|---|---|
| 1.00Reactive Maintenance (Initial Rectification works) | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 7.73 | cum | 2,089.96 ₹16,151.21 | 2,097 ₹16,205.62 |
| 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. | 7.73 | cum | 4,564.69 ₹35,275.92 | 4,582 ₹35,409.70 |
| 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. | 11,961 | sqm | 10.03 ₹1.2 L | 10 ₹1.2 L |
| 1.00 | OD187581/2024-2025: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. | 11,961 | sqm | 235.67 ₹28.2 L | 236 ₹28.2 L |
| 1.00 | 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. 60 cm equilateral triangle | 6 | each | 3,578.47 ₹21,470.82 | 3,592 ₹21,552 |
| 1.01 | OD187582/2024-2025:Removing the old existing Vinyl sticker on the display board of Running Contract & replacing with new vinyl sticker, including lettering, symbols and transporting to site etc as per direction of engineer in charge | 10.08 | sqm | 863.28 ₹8,701.86 | 865 ₹8,719.20 |
| 1.01 | OD302552/2024-2025:Conducting and reporting routine inspection for the entire length of the road frequency of 7 days in the agreement period | 229.2 | km | 44.6 ₹10,222.32 | 44 ₹10,084.80 |
| 2.00Pre monsoon works | |||||
| 2.00 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | 0.79 | Hectare | 48,080.04 ₹37,887.07 | 48,267 ₹38,034.40 |
Tender Value
₹60.1 L
EMD Value
₹50,000
Closing Date
16 Jul 2025, 5:00 pmClosed
Executive Engineer PWD Roads Division Muvattupuzha
O/o Executive Engineer PWD Roads Division Muvattupuzha
Reactive Maintenance Pre monsoon works Proactive maintenance Emergency works
2025_PWD_775736_1
PWD/RB/TR/21427/2024_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
1 Jan 2026
10 Jul 2025
19 Jul 2025
10 Jul 2025
16 Jul 2025
10 Jul 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.
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.
OD187581/2024-2025: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.
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. 60 cm equilateral triangle
OD187582/2024-2025:Removing the old existing Vinyl sticker on the display board of Running Contract & replacing with new vinyl sticker, including lettering, symbols and transporting to site etc as per direction of engineer in charge
OD302552/2024-2025:Conducting and reporting routine inspection for the entire length of the road frequency of 7 days in the agreement period
Pre monsoon works
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD187586/2024-2025:Filling up pothole with readymix bituminous material of 25 kg packet including all charges and as per direction of departmental officers
OD187589/2024-2025:Engaging man mazdoor for clearing culvert and other works as per direction of dept officers
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.
OD187579/2024-2025: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.
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)
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.
OD302385/2024-2025:Dry Rubble masonry for foundation and super structure of retaining wall etc. complete
OD88373/2025-2026:Dry Rubble masonry using departmental rubble
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
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
Emergency works
OD187584/2024-2025:Engaging excavator for berm clearing & other works as per the direction of departmental Officers.
OD187583/2024-2025:Engaging tipper for conveying earth & debries
OD187585/2024-2025:Engaging labour for cutting the branches of trees and other emergency works as per instructions of departmental officers at site.
MUHAMMED SAHAD N S (BID ID -2251986)
Bidder Name
K K ISMAIL
MUHAMMED SAHAD N S
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