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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | ₹9.2 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹9.7 LRejected-Finance KERALA KL | KOZHIKODE | KERALA | 612906 | ₹9.7 L | L2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | RAFEEQUE L1 | AHAMMED KUTTY P L2 |
|---|---|---|---|---|---|
| 1.00APPENDIX-A: Initial Rectification Works | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 1.4 | cum | 2,600 ₹3,640 | 2,750 ₹3,850 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 2.1 | cum | 2,650 ₹5,565 | 2,750 ₹5,775 |
| 1.00 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm 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 (vg 30) with pressure sprayer at the rate of 48 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. | 0.95 | cum | 9,500 ₹9,025 | 9,600 ₹9,120 |
| 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. | 2.1 | cum | 5,700 ₹11,970 | 5,800 ₹12,180 |
| 1.00 | 55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface. | 0.45 | cum | 12,800 ₹5,760 | 13,000 ₹5,850 |
| 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. | 24 | sqm | 68 ₹1,632 | 70 ₹1,680 |
| 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. | 486 | sqm | 13 ₹6,318 | 14 ₹6,804 |
| 1.01 | OD151072/2025-2026:Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and
rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to
11.2 mm (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
grade as per technical specification. | 486 | sqm | 305 ₹1.5 L | 320 ₹1.6 L |
| 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 | 4.2 | cum | 3,600 ₹15,120 | 3,700 ₹15,540 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
10 Nov 2025, 2:30 pmClosed
Assistant Executive Engineer
PWD Roads Sub Division,Koduvally
GENERAL-RM 2025-26/RC 2 Phase 1-One year running contract for Thamarassry Varattiyakkil Road (Ch 0/000-14/635) and Koodathai Kodenchery Road Ch.0/000-3/250 (2 roads having total length of 17.885 km)
2025_PWD_817727_1
PWD/RB/11919/2025-2026
Open Tender
Civil Works - Roads
koduvally
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,185
Yes
29 Jan 2026
31 Oct 2025
12 Nov 2025
31 Oct 2025
10 Nov 2025
31 Oct 2025
Amount
APPENDIX-A: Initial Rectification Works
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm 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 (vg 30) with pressure sprayer at the rate of 48 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.
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.
55.9.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 12mm 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.
OD151072/2025-2026:Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (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 grade as per technical specification.
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.
13.5.E.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
APPENDIX-B: 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
OD117014/2025-2026:Lifting the precast RCC covering slab from drain for removal of silt and placing the same slab in position after cleaning
OD117018/2025-2026:Earth work excavation in all classes of soil including removal of garbage ,old plastic bags,and other debris from the chalked culverts, drains and from the berm of the road conveying the deposit of soil and garbage anywhere within 5 km from the site including all labour charge ,hire charge of lorry loading, unloading etc. complete
OD117015/2025-2026: Engaging Mazdoor for various works
OD117013/2025-2026:Engaging woodcutter with tools and accessories required for cutting trees / branches of trees of any girth overhanging above any structures including stacking of serviceable materials and disposal of unserviceable materials without making any damages to nearby structures etc. complete
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)
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.
OD117021/2025-2026:Engaging hydraulic excavator cum dozer for removal of soil on the berm of the road and clearing the drainage and culverts etc.
OD117020/2025-2026:Engaging tipper of minimum 5cum. capacity on daily basis for removal of slipped earth and excavated materials including all cost etc. complete
OD147407/2025-2026:Supplying and laying Ready mix Pothole repair Compound (Shellmac) for filling up the potholes after removing the failed materials including clearing , trimming of sides , laying to levels & amp; grade with proper compaction. ( Each 50 Kg bag=2.00 Sqm pothole coverage)
OD147556/2025-2026:Conducting and reporting routine inspection for entire length of the project road at frequency of 7 days
OD147913/2025-2026:RC board having size 1.20*0.70 with letters printed on vinyl sticker over 4mm thick ACP sheet fixed over the frame with angle section 30*30*3 mm and 50mm dia GI pipe post including all charges
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 :-
AHAMMED KUTTY P (BID ID -2434292)
Bidder Name
RAFEEQUE
AHAMMED KUTTY P
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