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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.9 LAccepted-AOC | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/035/22-23 | |
| 2 | 2₹20.8 L−₹1.1 L (4.87%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical NEKKATH HOUSE ACHANAMBALAM KANNAMANGALAM P O MALAPPURAM 676304 | MALAPPURAM | MALAPPURAM | KERALA | 676304 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical P W D CONTRACTOR REG NO 2A T B CONSTRUCTION | - | Rejected-Technical L6 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
4 Feb 2022, 6:55 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEERLID and EW DIVISION, MALAPPURAM DISTRICT PANCHAYATHCIVIL STATION (PO), MALAPPURAM -676505
Malappuram DP Annual Plan (2021-22), Project No 1165-22 Pattaruparambu Health Sub Center vazyi - Connolly Canal Road Improvement - Thanalur
2022_LSGD_470090_13
DB4/TN/16/21-22
Open Tender
Civil Works - Roads
Item Rate
240 days
Malappuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
Yes
₹50,000
Yes
14 Jun 2022
27 Jan 2022
9 Feb 2022
27 Jan 2022
4 Feb 2022
27 Jan 2022
Amount
ROAD WORK
5.5.A.1a : Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
5.5.B.2a : Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded 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, including mixing in a suitable plant, 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> (II) Bitumen (S-65)
5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 <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 :- Case - III : Type C <br> (II) Bitumen (S-65)
DRAINAGE
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 m 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
od1541354/2021_2022 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification (modified 75.8.1 without form work)<br> (i) Nominal mix (1:2:4)
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
11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15 (i)Nominal mix (1:2.5:5)
75.8.1.1.A : Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope 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)
12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III.R.C.C grade M 20
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
od1609176/2021_2022 : Providing and Fixing Granite name board of specified dimension in position
ABDUL AZEEZ.P
KUNHIMOIDEEN CHOLAKKAPARAMBAN
C AHAMMED MUSTHAFA
VALLIYAR
Balakrishnan Thottiyattil
P. RASHEED
shamsudheen
Bidder Name
Balakrishnan Thottiyattil
P. RASHEED
C AHAMMED MUSTHAFA
ABDUL AZEEZ.P
shamsudheen
sajid pakkada
VALLIYAR
KUNHIMOIDEEN CHOLAKKAPARAMBAN
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