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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LAccepted-AOC | L1 | Accepted-AOC First lowest | |
| 2 | L2₹55.7 L+₹6.5 L (13.1%)Rejected-Finance | L2 | Rejected-Finance Second lowest bidder |
Tender Value
₹53.6 L
EMD Value
₹50,000
Closing Date
6 Oct 2021, 2:00 pmClosed
Executive Engineer
Executive Engineer,PWD Roads Division Thiruvananthapuram
Road work
2021_PWD_442713_1
PWD/RB/TR/93777/2021_5_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Parasala.
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
21 Dec 2021
1 Oct 2021
8 Oct 2021
1 Oct 2021
6 Oct 2021
1 Oct 2021
Amount
Appendix 1
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
OD10531/2021-2022:Supplying and Stacking 24mm hard Granite broken stone in standard heaps for taking measurements etc complete
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
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.
55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm 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 with pressure sprayer at the rate of 20 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.
55.6.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.
OD32362/2021-2022:Providing 40 mm premixed chipping carpet over BT surface with departmental broken stones after thoroughly cleaning the base with wire brushes, brooms and applying a priming coat of bitumen @ 2.5 kg /10m2 and spreading the hot premix of 0.32 m3 of 24mm,0.22 m3 of 12mm departmental metal mixed with 22.08kg of bitumen per 10 m2, rolling of dense surface, the spreading the seat coat comprising 0.09m3 of 16mm metal mixed with 8.64 kg of bitumen per 10m2 and rolling again including cost of bitumen, fuel, hire charges machineries etc, complete (Total usage of bitumen 33.22kg per 10m2) (IRC 3.4.2)
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
OD12090/2021-2022:A.S.E - Groynes works- Thiruvananthapuram- Supplying and Providing Armour Layer using 1000kg 2500kg blasted granite stones of specific gravity not less than 2.65 as per approved design , including supply of stones, loading from quarry to tipper by crane and conveying to site, weighing on departmental weigh bridge for measurement , unloading and dumping and packing in position at site to lines and levels to form the armoury layer over the csecondary layer already laid, with heavier stones on top layer, by re-handling stones, packing for forming the section with the help of crane, floating arrangement if necessary, including hire and operational charges of all tools and plants , wages of divers and all sundry expenses , providing and maintaining the top surface of runway for the movement of vehicles, crane using spalls gravel or sand etc complete as per the direction of departmental officers at site
OD11136/2021-2022:Dry rubble Packing with hard stone in foundation for road work
4.2.A.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-IV - 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.
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.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
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
OD10548/2021-2022:Lifting the existing pre-cast R.C.C covering slabs from drain and culvert for removal of silt and placing the same slab on position after completion of clearing work including all labour charges and miscellaneous expenses etc. complete (Ordinary slabs).
OD10549/2021-2022:Clearing choked up drain and conveying the waste materials up to a distance of 5km by lorry lead as directed by the departmental officers at site
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
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.
SATHYARAJ T
Bidder Name
Design Constructions
SATHYARAJ T
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