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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹18.3 L+₹2.9 L (18.6%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹18.6 L+₹3.1 L (20.2%)Rejected-AOC | 3 | Rejected-AOC L3 | |
| 4 | 4₹19.7 L+₹4.3 L (27.8%)Rejected-AOC | 4 | Rejected-AOC L4 |
Tender Value
₹16.9 L
EMD Value
₹42,362
Closing Date
2 Feb 2023, 4:00 pmClosed
ASST EXECUTIVE ENGINEER
LSGD DIVISION DIST PANCHAYAT PALAKKAD 678001
DP PKD 2022-23 Tiruvazhiyodu - Canal Shiva Temple Thanneer Panthal Road Re Tarring in Vellinezhi GP
2023_LSGD_550527_51
D1/ET/AEE/09/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Vellinezhi GP
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹42,362
Yes
6 Mar 2023
21 Jan 2023
4 Feb 2023
21 Jan 2023
2 Feb 2023
21 Jan 2023
Amount
Road retarring
OD321817/2022-2023: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 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.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Mechanical Means Type A (II) Bitumen (S-65)
3.14:Construction of Subgrade and Earthen Shoulders 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.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
ABDUL NASAR. M
ABDUL SAMAD M
K.G. Somasundaran
Bidder Name
abdul kasim
K.G. Somasundaran
ABDUL NASAR. M
ABDUL SAMAD M
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