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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.9 LAccepted-AOC | ₹68.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹69.9 L+₹1.0 L (1.46%)Rejected-AOC | ₹69.9 L+₹1.0 L (1.46%) | L2 | Rejected-AOC L2 |
| 3 | L3₹70.6 L+₹1.8 L (2.56%)Rejected-AOC | ₹70.6 L+₹1.8 L (2.56%) | L3 | Rejected-AOC L3 |
| 4 | L4₹72.8 L+₹3.9 L (5.69%)Rejected-AOC | ₹72.8 L+₹3.9 L (5.69%) | L4 | Rejected-AOC L4 |
| 5 | L5₹77.3 L+₹8.4 L (12.2%)Rejected-AOC | ₹77.3 L+₹8.4 L (12.2%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | ASHIK P MUHAMMED L5 | PAULOSE K V L1 | RAFEEK C.H L3 | Faizal K P L4 | Saju C S L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00-Initial rectification work | ||||||||
| 1.00 | 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 | 1.5 | Hectare | 50,501 ₹75,751.5 | 41,259.77 ₹61,889.66 Lowest | 42,370 ₹63,555 | 43,608 ₹65,412 | 41,685.79 ₹62,528.69 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 31 | cum | 2,300 ₹71,311.5 | 2,090.47 ₹64,815.02 Lowest | 2,146 ₹66,536.73 | 2,210 ₹68,521.05 | 2,121.17 ₹65,766.88 |
| 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. | 31 | cum | 5,034 ₹1,56,079.17 | 4,565.81 ₹1,41,562.94 Lowest | 4,688 ₹1,45,351.44 | 4,825 ₹1,49,599.13 | 4,632.87 ₹1,43,642.13 |
| 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 | 94.5 | cum | 3,200 ₹3,02,400 | 2,936.88 ₹2,77,535.16 Lowest | 3,015 ₹2,84,917.5 | 3,104 ₹2,93,328 | 2,980.02 ₹2,81,611.89 |
| 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. | 94.5 | cum | 3,200 ₹3,02,400 | 2,986.47 ₹2,82,221.42 Lowest | 3,066 ₹2,89,737 | 3,156 ₹2,98,242 | 3,030.34 ₹2,86,367.13 |
| 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. | 630 | sqm | 63 ₹39,690 | 51.59 ₹32,501.7 Lowest | 52 ₹32,760 | 55 ₹34,650 | 52.35 ₹32,980.5 |
| 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. | 11,310 | sqm | 12 ₹1,35,720 | 10.03 ₹1,13,439.3 | 10 ₹1,13,100 Lowest | 10.6 ₹1,19,886 | 10.18 ₹1,15,135.8 |
| 1.01 | OD89/2025-2026:Providing ,laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20mm to 0.90mm (type-A) or 13.2mm to 0.90mm(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- 10KN static roller and finishing to required level and grades as per Technical specification Claude 509. | 11,310 | sqm | 255 ₹28,84,050 | 235.73 ₹26,66,106.3 Lowest | 242 ₹27,37,020 | 249.15 ₹28,17,886.5 | 239.19 ₹27,05,238.9 |
| 1.01 | OD91/2025-2026:Conducting and reporting Routine Inspection for the entire length of the project road at a frequency of 7days throughout the agreement period of the running contract as directed by the departmental officer at site | 264.6 | km | 54 ₹14,288.4 | 44.61 ₹11,803.81 Lowest | 45 ₹11,907 | 47.15 ₹12,475.89 | 45.27 ₹11,978.44 |
Tender Value
₹84.3 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
This estimate includes rectification by pot hole filling using 36 mm metal and cgpc for rectification of surface damages Provision for GSB and WMM for filling trenches Items for clearing vegetation drain culvert cleaning emergency works included
2025_PWD_774881_1
PWD/RB/TR/6757/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Ernakulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
2 Sept 2025
5 Jul 2025
19 Jul 2025
5 Jul 2025
16 Jul 2025
5 Jul 2025
Amount
-Initial rectification 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
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.
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.
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.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.
OD89/2025-2026:Providing ,laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20mm to 0.90mm (type-A) or 13.2mm to 0.90mm(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- 10KN static roller and finishing to required level and grades as per Technical specification Claude 509.
OD91/2025-2026:Conducting and reporting Routine Inspection for the entire length of the project road at a frequency of 7days throughout the agreement period of the running contract as directed by the departmental officer at site
OD92/2025-2026:Removing the existing old vinyl sticker on the display board running contract and replacing with new vinyl sticker including lettering symbols and transporting to the site
3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
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)
OD968/2025-2026:Dry Rubble Masonry construction for retaining walls
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
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.
OD3055/2025-2026:Dismantling and relaying departmental interlocking tile (60% existing tile reused ) 100mm or nearest size thickens providing a layer of 6mm aggregates for 5cm thickness, then laying interlock cobbles in lines and levels as per the direction of the departmental officers at site
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
Premonsoon 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
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.
OD1112/2025-2026:Filling up pothole with ready mix bituminous material of 25 kg packet including all charges and as per direction of departmental officers
OD1141/2025-2026:Cutting saw machine
OD1113/2025-2026:Engaging wood cutter for cutting branches of dangerous trees standing on PWD road side
OD1499/2025-2026:Engaging Man mazdoor for assisting wood cutters for cutting branches of tree
OD1114/2025-2026:Clearing excising drain including lifting of existing cover slabs and relaying it etc completed as per direction of
OD1115/2025-2026:Engaging excavator for berm clearing
OD1116/2025-2026:Engaging tipper for conveying earth and debris
OD1117/2025-2026:Engaging Manmazdoor
3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
8.4.1: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 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 equilateral triangle
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm
Post Monsoon 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.
OD2213/2025-2026:Providing ,laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20mm to 0.90mm (type-A) or 13.2mm to 0.90mm(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- 10KN static roller and finishing to required level and grades as per Technical specification Claude 509.
Emergency works
OD2222/2025-2026:Cutting saw machine
OD2221/2025-2026:Engaging Man mazdoor for assisting wood cutters for cutting branches of tree
OD2224/2025-2026:Engaging wood cutter for cutting branches of dangerous trees standing on PWD road side
OD2223/2025-2026:Engaging excavator for berm clearing
OD2225/2025-2026:Engaging tipper for conveying earth and debris
OD2226/2025-2026:Engaging Manmazdoor
Saju C S (BID ID -2250527)
RAFEEK C.H (BID ID -2251994)
Faizal K P (BID ID -2252280)
ASHIK P MUHAMMED (BID ID -2251865)
Bidder Name
Faizal K P
Saju C S
PAULOSE K V
RAFEEK C.H
ASHIK P MUHAMMED
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