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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.5 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹40.5 L+₹2.0 L (5.11%)Rejected-AOC | 2 | Rejected-AOC SECOND LOWEST |
| Sl No | Description | Qty | Unit | VINCENT V J L2 | Austin Kadamala L1 |
|---|---|---|---|---|---|
| 1.00Appendix.A Preventive work | |||||
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 63.08 | cum | 2,129.81 ₹1,34,337.77 | 2,000 ₹1,26,150 Lowest |
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 30.81 | cum | 2,205.67 ₹67,961.1 | 2,000 ₹61,624 Lowest |
| 1.00 | 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. | 4,106.85 | sqm | 9.93 ₹40,780.98 Lowest | 10 ₹41,068.46 |
| 1.00 | OD103645/2024-2025: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.
Material M | 4,106.85 | sqm | 221.77 ₹9,10,775.24 | 220 ₹9,03,506.12 Lowest |
| 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. | 72 | cum | 5,963.74 ₹4,29,389.28 | 5,800 ₹4,17,600 Lowest |
| 1.01 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | 26.4 | cum | 7,146.52 ₹1,88,668.13 | 6,800 ₹1,79,520 Lowest |
| 1.01 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 280 | sqm | 47.9 ₹13,412 Lowest | 48 ₹13,440 |
| 1.01 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 3,096 | sqm | 23.3 ₹72,136.8 | 22 ₹68,112 Lowest |
| 1.01 | OD103647/2024-2025:Filling up potholes with bituminous readymix compound (25kg bag) and compacting by ramming to get a compact surface including of cost of materials laying charges transportation to site etc.Complete rate is arrived for a bag of 25 kg. (Assuming a average of 30 bags of 25 kg readymix compound will be laid in potholes in a day) | 159 | each | 699.53 ₹1,11,225.27 | 680 ₹1,08,120 Lowest |
Tender Value
₹44.1 L
EMD Value
₹50,000
Closing Date
31 Jan 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer PWD Roads division Wayanad
GENERAL-General-RM/2024-25-RC-2, Phase 2- zone1-One year Running Contract ( For 46.78 km ) for Various Road Under Roads Section Pulpally in Wayanad district-General Civil Work
2025_PWD_729163_1
PWD/RB/TR/14084/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
KALPETTA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
10 Sept 2025
22 Jan 2025
3 Feb 2025
22 Jan 2025
31 Jan 2025
22 Jan 2025
Amount
Appendix.A Preventive work
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
OD103645/2024-2025: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. Material 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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
OD103647/2024-2025:Filling up potholes with bituminous readymix compound (25kg bag) and compacting by ramming to get a compact surface including of cost of materials laying charges transportation to site etc.Complete rate is arrived for a bag of 25 kg. (Assuming a average of 30 bags of 25 kg readymix compound will be laid in potholes in a day)
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.
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete <br> For grading II- 13 mm (Nominal size) Material
OD107636/2024-2025:Conducting and reporting routine inspections for the entire length of the project road at frequecy of 7 days throughout the agreement period of the running contract as directeded by the departmental officer at site
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
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.
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
Appendx: B Premosnsoon works
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
OD103642/2024-2025:Engaging woodcutter with tools and accessories required for cutting trees/branches of trees of any girth overhanging above any structure including stacking of serviceable materials and disposal of unserviceable materials without making any damages to near by structures etc complete
OD103644/2024-2025:Engaging tractor with trolly for the removal of cut trees /branches from the road side to stacking yard
OD104372/2024-2025:Engaging mazdoor for various works
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)<br>
Appendix.C Road Safety work
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
8.4.2: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
8.13: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.
OD103648/2024-2025:Removing old vinyl sticker works on the display board of running contract and replacing with new vinyl sticker on the existing board suitably, including cost of all materials, lettering, symbols and transporting to site etc. as per approved drawing and directions of departmental officers at site.
8.12.2:Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on the bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Up to 10 cm in width
Appendix. D Emergency works
OD103649/2024-2025:Engaging tractor with trolly for the removal of cut trees /branches from the road side to stacking yard
OD103650/2024-2025:Engaging woodcutter with tools and accessories required for cutting trees/branches of trees of any girth overhanging above any structure including stacking of serviceable materials and disposal of unserviceable materials without making any damages to near by structures etc complete
OD103656/2024-2025:Engaging mazdoor for various works
10.12:Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
VINCENT V J (BID ID -2085249)
Bidder Name
VINCENT V J
Austin Kadamala
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