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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST RATE AOC ADMITTED | |
| 2 | L2₹20.7 L+₹12,023.70 (0.58%)Rejected-Finance | L2 | Rejected-Finance HIGHER RATE HENCE REJECTED |
Tender Value
₹20.6 L
EMD Value
₹50,000
Closing Date
15 Nov 2019, 6:00 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER LSGD DIVISION, ALAPPUZHA JILLA PANCHAYAT
ROAD TARRING
2019_LSGD_315628_21
MLA_ADS/LSGD/ALPY
Open Tender
Civil Works - Roads
Item Rate
90 days
PLEASE REFER WORK ITEM DETAILS
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
Yes
online
₹50,000
Yes
15 Jan 2020
5 Nov 2019
18 Nov 2019
5 Nov 2019
15 Nov 2019
5 Nov 2019
Amount
Road Tarring
od233493/2017_2018 : Construction of Subgrade and Earthen Shoulders<br><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.
od233501/2017_2018 : Construction of granular sub-base by providing local material like quarry waste, spreading in uniform layers with motor grader on prepared surface, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
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
75.5.2.3pb : 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 granular surfaces treated with primer & 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)
11.1.1.1 : Excavation for StructuresEarthwork 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
od87994/2019_2020 : :Random rubble dry stone masonry
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
od88095/2019_2020 : Providing and laying RCC pipe NP2 as per design in single row.<br>Providing and laying RCC pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with CM 1:2 but excluding excavation, protection works back filling concrete and masonry works in head walls and parapet clause 1106.<br>( c) 450 mm dia pipe
od344106/2019_2020 : Supplying and fixing Name board
MOHAMMED KUNJU NAINA
Bidder Name
MOHAMMED KUNJU NAINA
Cleetus Sebastian
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