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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 LAccepted-AOC UMAIRA MANZIL KANNUR PO KASARAGOD | L1 | Accepted-AOC L1 | |
| 2 | L2₹23.2 L+₹73,134.20 (3.26%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | L3₹25.9 L+₹3.4 L (15.3%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MANZOOR KUNHAMOO L1 | BABU M JOSEPH L2 | ABDUL ALTHAF L3 |
|---|---|---|---|---|---|---|
| 1.00RE CONSTRUCTION OF CULVERT | ||||||
| 1.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 27.23 | cum | 720.23 ₹19,615.46 Lowest | 745 ₹20,290.08 | 1,800 ₹49,023 |
| 1.00 | 12.1.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. Ordinary Soil - Depth upto 3m - Mechanical Means | 191.54 | cum | 75.21 ₹14,405.87 Lowest | 78 ₹14,940.28 | 180 ₹34,477.56 |
| 1.00 | OD111316/2024-2025:pumping or bailing out & removing slush etc. by using pump set including cost of labour,oil,hire charge of pump set etc. | 64 | hour | 411.68 ₹26,347.52 Lowest | 430 ₹27,520 | 630 ₹40,320 |
| 1.00 | 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. | 30.86 | cum | 6,717.16 ₹2,07,257.97 Lowest | 6,950 ₹2,14,442.25 | 9,000 ₹2,77,695 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 93.9 | cum | 7,741.46 ₹7,26,923.09 Lowest | 8,015 ₹7,52,608.5 | 9,900 ₹9,29,610 |
| 1.01 | 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 | 25.73 | cum | 8,423.75 ₹2,16,726.24 Lowest | 8,720 ₹2,24,348.16 | 11,000.7 ₹2,83,026.01 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 2.31 | MT | 91,714.42 ₹2,11,401.74 | 92,721 ₹2,13,721.91 | 72,000 ₹1,65,960 Lowest |
| 1.01 | OD111317/2024-2025:Providing weep holes of 75mm dia PVC pipe for retaining wall ,abutment etc. including all charges etc. complete | 57 | metre | 148.09 ₹8,441.13 | 153 ₹8,721 | 117 ₹6,669 Lowest |
| 1.01 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 19.44 | cum | 2,659.42 ₹51,699.12 Lowest | 2,752 ₹53,498.88 | 3,600 ₹69,984 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
21 May 2025, 5:00 pmClosed
Executive Engineer
O/O Executive Engineer PWD Roads Division ,Pulikunnu,Kasaragod
The estimate envisages the dismantling of existing culvert portion, Construction of new culvert using PCC 1 3 6 bed concrete, M15 for footing , abutments wing walls and parapet, RCC M20 for bed block and slab, back filling by granular materials,
2025_PWD_753948_3
D4-TD/26/E Tender/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Kanhangad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
Yes
14 Aug 2025
12 May 2025
24 May 2025
12 May 2025
21 May 2025
12 May 2025
Amount
RE CONSTRUCTION OF CULVERT
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
12.1.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. Ordinary Soil - Depth upto 3m - Mechanical Means
OD111316/2024-2025:pumping or bailing out & removing slush etc. by using pump set including cost of labour,oil,hire charge of pump set etc.
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.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
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
OD111317/2024-2025:Providing weep holes of 75mm dia PVC pipe for retaining wall ,abutment etc. including all charges etc. complete
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
APPROACH ROAD
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
4.2.A.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-III -For lower sub-base - 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.
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)
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 :-
55.10.2:Providing and erecting retro-reflectorised Object Hazard Marker 450mm 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. 450mm x 900 mm
BABU M JOSEPH (BID ID -2214410)
ABDUL ALTHAF (BID ID -2214103)
Bidder Name
BABU M JOSEPH
MANZOOR KUNHAMOO
ABDUL ALTHAF
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