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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.6 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹43.3 L+₹2.7 L (6.56%)Rejected-AOC | L2 | Rejected-AOC Second lowest | |
| 3 | L3₹44.2 L+₹3.6 L (8.77%)Rejected-Finance | L3 | Rejected-Finance Third lowest |
Tender Value
₹44.6 L
EMD Value
₹50,000
Closing Date
11 Jan 2022, 3:00 pmClosed
The Executive Engineer
The Executive Engineer Roads Division kollam
GENERALSabarimala 2021-22 Construction of Retaining wall and Allied works in Elampal Thadikkadu Road b/w ch 0/000 to 5/500 km ch0/000 to 5/500 General Civil Work
2022_PWD_464843_1
48/ET/EE/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
kollam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
14 Mar 2022
3 Jan 2022
13 Jan 2022
3 Jan 2022
11 Jan 2022
3 Jan 2022
Amount
Detailed Estimate
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
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
12.8.2.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
OD77660/2021-2022:Supplying and fixing 110mm Dia PVC pipe for providing weepholes in protection wall/Drain etc
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
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)
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.
55.5.a:Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.
55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. By Manual Means.
PLAKKATTU GRANITE INDUSTRIES (P) LTD
Roy Abraham
Bidder Name
Roy Abraham
Baby Varghese
PLAKKATTU GRANITE INDUSTRIES (P) LTD
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finance_665508.pdf
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