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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹16.1 L+₹5,344.31 (0.33%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹17.4 L+₹1.3 L (7.99%)Rejected-AOC KUZHALMANNAM | PALAKKAD | KERALA | 678001 | 3 | Rejected-AOC L3 | |
| 4 | 4₹17.6 L+₹1.6 L (9.74%)Rejected-AOC | 4 | Rejected-AOC L4 | |
| 5 | 5₹19.1 L+₹3.0 L (18.7%)Rejected-AOC | 5 | Rejected-AOC L5 |
Tender Value
₹17.9 L
EMD Value
₹30,000
Closing Date
28 Oct 2021, 4:00 pmClosed
ASST EXECUTIVE ENGINEER
LSGD DIVISION DIST PANCHAYAT PALAKKAD - 678001
DP PKD 21-22(Div-18 )Vakkala Nagampara Canal bund Renovation in Kizhakkanchery GP
2021_LSGD_445480_1
109/21-22/AEE/104/DP
Open Tender
Civil Works - Canal
Item Rate
270 days
LSGD DIVISION DIST PANCHAYAT PALAKKAD
Please refer tender documents
7 documents required · 7 mandatory
₹2,500
Yes
₹30,000
Yes
6 Dec 2021
20 Oct 2021
5 Nov 2021
20 Oct 2021
28 Oct 2021
20 Oct 2021
Amount
Pot Holes
od1277168/2021_2022 : 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.
Re-Tarring
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.
75.9.3.pb.pa : Plastic roads- Packed Bitumen Rate <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder -<br> Bitumen S-65 - Packed Bitumen and Shredded Plastic<br> <br> Providing, laying and rolling of opengraded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, using HM Plant attached with open pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, then transferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2 mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hot bitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rolling with a. three wheel 80-100 kN static roller capacity, finished to required level and grades to be- followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 <br> Case - I By Manual Means <br> <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
Side protection
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
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 I.P.C.C grade M 10 (i)Nominal mix 1:3:6
11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (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
Irish Drain
75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
6.1.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
PUSHPAKARAN.M.V
M M SUNILKUMAR
SUBASH CHANDRABOSE V
Sreekumar C K
Bidder Name
Sreekumar C K
D GOPIDASAN
PUSHPAKARAN.M.V
M M SUNILKUMAR
SUBASH CHANDRABOSE V
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