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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | punnoose p stephen L1 |
|---|---|---|---|---|
| 1.00Aalummoottunda-Smasanam road | ||||
| 1.00 | OD124955/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction | 615 | sqm | 5 ₹3,075 Lowest |
| 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 | 3.3 | cum | 3,948 ₹13,028.4 Lowest |
| 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. | 95.33 | cum | 4,016 ₹3,82,825.2 Lowest |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 40.29 | cum | 2,811 ₹1,13,258 Lowest |
| 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. | 40.29 | cum | 6,141 ₹2,47,427.03 Lowest |
| 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. | 600 | sqm | 69 ₹41,400 Lowest |
| 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. | 1,800 | sqm | 13 ₹23,400 Lowest |
| 1.01 | OD288784/2024-2025:Mix Seal Surfacing Providing , Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm Type A 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 of MORD (Usage of bitumen is 22.00kg/10m2) By Manual Means | 1,800 | sqm | 316 ₹5,68,800 Lowest |
| 1.01 | 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. | 79.08 | cum | 8,053 ₹6,36,831.24 Lowest |
Tender Value
₹30.1 L
EMD Value
₹50,000
Closing Date
24 Sept 2025, 3:00 pmClosed
The Executive Engineer PWD Roads Divisio
Office of The Executive Engineer PWD Roads Division Alappuzha
GENERAL Budget Work 2024 2025 Improvements of Village road Aalummoottunda Smasanam road Ward 10 in Pandanad Gramapanchayath civil work General Civil Work
2025_PWD_788721_2
PWD/RB/TR/4835/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
90 days
Alappuzha
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
13 Nov 2025
17 Sept 2025
26 Sept 2025
17 Sept 2025
24 Sept 2025
17 Sept 2025
Amount
Aalummoottunda-Smasanam road
OD124955/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction
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.
55.4: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.
5.1.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.
OD288784/2024-2025:Mix Seal Surfacing Providing , Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm Type A 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 of MORD (Usage of bitumen is 22.00kg/10m2) By Manual 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)
12.1.5.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. <br> Marshyn Soil - Depth upto 3 m - Mechanical Means -<br>
OD124956/2025-2026:Dry Rubble masonry for foundation and super structure of retaining wall including all cost as per design and drawings (As per DSoR 2021)
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
55.14:Providing and fixing retro-reflectorised ceramic tilesProviding and fixing retro-reflectorised ceramic tiles of size 10cmX20cm using High Intensity Micro Prismatic (Type IV) grade sheeting with 7 years warranty fixed over Ist quality ceramic glazed tiles including cost of glue, cutting charges, fixing with suitable adhisive on concrete or other surface etc complete.
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
OD124973/2025-2026:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
OD135421/2025-2026:Providing and fixing of DLP board with Non-retro-reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum 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
OD124972/2025-2026:Supplying and fixing granite 18mm thick on wall for name board including fixing charges etc complete (including granite engraving as per direction of dept. Officers)
Bidder Name
punnoose p stephen
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