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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC accepted |
| 2 | L2₹4.2 L+₹10,721.21 (2.62%)Rejected-AOC | ₹4.2 L+₹10,721.21 (2.62%) | L2 | Rejected-AOC rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Documents not valid |
Tender Value
₹4.2 L
EMD Value
₹10,566
Closing Date
23 Sept 2023, 11:00 amClosed
Assistant Engineer LSGD Sub Division Mannarkkad Bl
LSGD Sub Division Mannarkkad Block Panchayath
MKD BP MUTHUVALLI 4 CENT COLONY ROAD RETARRING THENKARA
2023_LSGD_601521_1
35/AE/MKDBP/23-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Mannarkkad Block Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,566
Yes
5 Dec 2023
13 Sept 2023
25 Sept 2023
13 Sept 2023
23 Sept 2023
13 Sept 2023
Amount
Re tarring
OD8497/2023-2024: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 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)
3.14: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.
Side Wall
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
wheep hole
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
SOBIN
UNNIKRISHNAN. P
Bidder Name
SAJI THOMAS
UNNIKRISHNAN. P
SOBIN
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_894539.pdf
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