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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC | L1 | Accepted-AOC LOWEST RATE AOC ACCEPTED |
Tender Value
Refer Docs
EMD Value
₹33,320
Closing Date
2 Feb 2021, 6:55 pmClosed
Executive Engineer
Office of The Executive Engineer, LiD AND EW Division , Alappuzha Jilla Panchayath
ROAD
2021_LSGD_406686_16
MLA ADS_D1-2073/18/LSGD/ALPY
Open Tender
Civil Works - Roads
Item Rate
150 days
PLEASE REFER WORK ITEM DETAILS
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
Yes
₹33,320
Yes
10 Mar 2021
19 Jan 2021
4 Feb 2021
19 Jan 2021
2 Feb 2021
19 Jan 2021
Amount
Construction of Road
od895234/2020_2021 : Construction of Embankment with Material Obtained from Borrow Pits<br><br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
od798003/2020_2021 : Granular sub-base or base or surface course with local materials ( Table 400.13 ) by mix in place method normal. construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with rotavatory at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per technical specification Clause 408. (ii) using gravel mix soil.
4.9 : Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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.
75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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)
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)
od895227/2020_2021 : Construction of embankment with approved material obtained from borrow pits with alift upto 1.5 m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per T S C 301.5<br>
Retaining Wall
od798098/2020_2021 : Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing , removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.up to 3 m depth
od897400/2020_2021 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry(ii)In cement mortar 1:4
side concreting
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)
pipe laying
19.6.7 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe
od798225/2020_2021 : supplaying and fixing name board
Bidder Name
SAJJAYAN.S
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