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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.8 L+₹13,561.48 (1.77%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
25 Jan 2024, 10:30 amClosed
Assistant Engineer
O/o the Assistant Engineer LID and EW Puthuppariyaram GP
Muniswaran kovil Road Re - Tarring
2024_LSGD_642110_1
45/2023/ET/AE/LSGD/PPM
Open Tender
Civil Works - Roads
Item Rate
240 days
Assistant Engiineer, Outhuppariyaram GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,948
Yes
2 May 2024
12 Jan 2024
25 Jan 2024
12 Jan 2024
25 Jan 2024
12 Jan 2024
Amount
ReTarring
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
OD25857/2023-2024: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 36 mm departmental broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
OD284393/2023-2024:Mix seal surfacing - Manual Means - Type A - Bitumen S- 65 using Shredded Plastic Providing, laying and rolling of close - graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type - A) of 13.2 mm to 0.9 mm (Type- B) aggregates coated with shredded plastic (3% by weight of bitumen ) as per standard procedure 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 grades as per Technical Specification Clause 509 By Manual Means -Type A (ll) Bitumen (S-65)
Name board
OD28854/2023-2024:Supplying and providing readymade GI name board with all conveyance ,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm cost ,40 x20x 1.4mm outer frame, 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size ,fixing the post in ground with cc 1:2:4 etc complete
S.ANAND
Bidder Name
M.S.SUDHEERBABU
S.ANAND
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_980160.pdf
boq_comp_chart.xlsx
xlsx
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