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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.4 L+₹8,127.44 (1.10%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹6.8 L
EMD Value
₹16,940
Closing Date
5 Dec 2023, 2:00 pmClosed
Asst.Engineer
O/o The Asst.Engineer LSGD LID AND EW Kizhakkencherry G.P
Annual Plan PRO NO 152/23-24 Thozhuthumpara Cheriyathozhuthumpara Road Re Tarring At Kizhakkenchery gp
2023_LSGD_624536_13
02/ET/AE/LSGD/KZY/2023-2024
Open Tender
Civil Works - Roads
Item Rate
300 days
Kizhakkencherry
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,940
Yes
12 Jan 2024
27 Nov 2023
7 Dec 2023
27 Nov 2023
5 Dec 2023
27 Nov 2023
Amount
Road Re-Tarring
OD234219/2023-2024::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 36mm departmental broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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) or 13.2 mm to 0.9 mm (Type-B) 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 grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.2.2:Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 <br>2. Earth filling (For marshy soil)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
kiran c s
Bidder Name
Sreekumar C K
kiran c s
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finance_941517.pdf
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