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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr Quoted ₹3.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 Cr+₹45.3 L (15.1%)Rejected-AOC AR CONSTRUCTIONS | ₹3.4 Cr+₹45.3 L (15.1%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | AR CONSTRUCTIONS L2 | abdul javad m L1 |
|---|---|---|---|---|---|
| 1.00APPENDIX 1 | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 24.54 | cum | 2,942.53 ₹72,194.97 | 2,832.57 ₹69,497.1 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. | 24.54 | cum | 7,320.78 ₹1,79,615.34 | 5,732.29 ₹1,40,641.74 Lowest |
| 1.00 | 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 | 192.41 | cum | 79.36 ₹15,269.9 | 59.72 ₹11,490.9 Lowest |
| 1.00 | 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 | 2,499 | sqm | 8.72 ₹21,791.28 | 6.89 ₹17,218.11 Lowest |
| 1.00 | 4.1.B.2: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-VI - For sub-base cum drainage layer - Mix in Place Method | 879 | cum | 4,314.13 ₹37,92,120.27 | 3,961.23 ₹34,81,921.17 Lowest |
| 1.01 | 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. | 659.25 | cum | 4,290.75 ₹28,28,676.94 | 3,986.56 ₹26,28,139.68 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. | 4,395 | sqm | 104.44 ₹4,59,013.8 | 78.02 ₹3,42,897.9 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. | 9,928.65 | sqm | 20 ₹1,98,573 | 14.03 ₹1,39,298.96 Lowest |
| 1.01 | OD242268/2024-2025:Close Graded Premix Surfacing/Mixed Seal Surfacing Case- I, Type A :- Providing, laying and rolling of close- graded premix carpet of 40 mm thickness composed of 11.2 mm to 0.09 mm (Morth M - 041) (Type-A), aggregates Premixed using viscosity grade bitumen (VG 30) @ 44 kg of Bitumen per 10sqm ( Morth 5.11.1 Type A) to the required line, grade and level on a previously prepared base after priming the existing surface with 2.5 kg of Emulsion (RS) 10 sqm, including mixing in a suitable plant, laying and rolling with a Smooth Wheeled Roller 8 tonne capacity, and finishing to required level and grade. By Mechanical Means .(Excluding cost of tack coat) | 413.06 | cum | 12,432.63 ₹51,35,397.28 | 11,651.41 ₹48,12,708.11 Lowest |
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
4 Jul 2025, 4:00 pmClosed
The Superintending Engineer
O/o Office of the Superintending Engineer roads central circle Aluva
excavation GSB WMM Scarifying 40 mm thick Mixed Seal Surfacing culverts retaining wall drain Irish drain DR masonry
2025_PWD_759479_4
PWD/RB/TR/17619/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
chavakkad
Please refer Tender documents.
10 documents required · 10 mandatory
₹9,759
Yes
₹1 L
Yes
6 Oct 2025
18 Jun 2025
7 Jul 2025
18 Jun 2025
4 Jul 2025
18 Jun 2025
18 Jun 2025 - 4 Jul 2025
Amount
APPENDIX 1
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.
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
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.2: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-VI - 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.
OD242268/2024-2025:Close Graded Premix Surfacing/Mixed Seal Surfacing Case- I, Type A :- Providing, laying and rolling of close- graded premix carpet of 40 mm thickness composed of 11.2 mm to 0.09 mm (Morth M - 041) (Type-A), aggregates Premixed using viscosity grade bitumen (VG 30) @ 44 kg of Bitumen per 10sqm ( Morth 5.11.1 Type A) to the required line, grade and level on a previously prepared base after priming the existing surface with 2.5 kg of Emulsion (RS) 10 sqm, including mixing in a suitable plant, laying and rolling with a Smooth Wheeled Roller 8 tonne capacity, and finishing to required level and grade. By Mechanical Means .(Excluding cost of tack coat)
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 :-
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
8.4.5: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 x 45 cm rectangular
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium 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.
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.
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
8.4.12: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 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. 50cmx 60 cm rectangular (Single chevron etc.)
8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
2.4.4.D: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 <br> Dismantling Stone Masonry - Dry rubble masonry<br>
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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>
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.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
OD142349/2024-2025:WEEP HOLES: Providing weep holes using 75mm dia pipes working pressure 4kg/sq.cm including cost of material, conveyance,labourcharge etc, complete
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
OD142351/2024-2025:Engaging Coolie
OD142352/2024-2025:Engaging Wood cutter for cutting and removing fallen trees, including cutting of trunks,branches and removal of stumps,roots, stacking serviceable materials etc.
OD280379/2024-2025:Construction of dry rubble masonry work using departmental stone
OD313272/2024-2025:Dry rubble masonry for retaining wall including all cost of materials ,labour,conveyance etc. complete
OD280550/2024-2025:Bailing out water by using 5HP motor and pump set including all cost and erection charges ,oil and labour charges etc. complete
OD281900/2024-2025:Supplying and spreading special granular material/moorum in the low level berms as per the direction of the deptl .officers at site including cost of materials ,conveyance and labour charges etc complete.
AR CONSTRUCTIONS (BID ID -2230458)
Bidder Name
abdul javad m
AR CONSTRUCTIONS
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