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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC MANIKANDA BHAVAN THENMALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.1 L+₹1,492.06 (0.21%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹7.9 L
EMD Value
₹20,000
Closing Date
24 Feb 2020, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSITANT ENGINEER LSGD SECTION KOTTARAKKARA MUNICIPALITY
PROJ NO 292/2019-20 KOTTARAKKARA MUNICIPALITY 2019-20 ALUMPARA BAKERY Jn. GKP AUDITORIUM ROAD RENNOVATION IN WARD 19 (Reviion project )
2020_LSGD_343971_1
292/2019-20
Open Tender
Civil Works - Roads
Item Rate
60 days
KOTTARAKKARA MUNICIPALITY
PLEASE REFER NIT
5 documents required · 5 mandatory
₹1,890
Yes
online
₹20,000
Yes
13 Mar 2020
17 Feb 2020
26 Feb 2020
17 Feb 2020
24 Feb 2020
17 Feb 2020
17 Feb 2020 - 24 Feb 2020
Amount
ROAD CONCRETING
od397779/2019_2020 : surface dressing of the ground in all kinds of soil including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m
od397781/2019_2020 : plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using<br>needle,screed, and plate vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501
RETARRING
75.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
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)
3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
VIWANATHAN R
Bidder Name
VIWANATHAN R
Ravindran.M
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