Re E Tender 66/19-20 Vyanasala Ettimoottilpadi Re E Tender 66/19-20 Vyanasala EttimoottilpadiRoad Retarring , Concreting , Maintenance AndIrish Drain Construction In Konni Gp
Tender Value
6.24 Lakhs
Estimated cost
Bid Submission
18 Nov 2019
0 days left
EMD
15630
Bank guarantee accepted
Document Fee
1250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KONNI → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re E Tender 66/19-20 Vyanasala Ettimoottilpadi Re E Tender 66/19-20 Vyanasala EttimoottilpadiRoad Retarring , Concreting , Maintenance AndIrish Drain Construction In Konni Gp
BOQ
| Work Name:66/19-20 VYANASALA ETTIMOOTTILPADI ROAD RETARRING,CONCRETING,MAINTENANCE AND IRISH DRAIN CONSTRUCTION IN KONNI GP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Retarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<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. | BI01010001010000000000000515BI0100001114 | 180.253 | sqm |
| 3 | 1.002 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001115 | 1200 | sqm |
| 4 | 1.003 | 75.5.9.2.2.Pd : Plastic Roads - Bitumen - S-65 <br> 20 mm thick Open- Graded Premix Carpet using Bituminous ( Penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearinf 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 Type C as Techinical Specification Clause 508 (with 7% of bitumen replaced by shreadded waste plastice) <br> Case - I By Manual Means <br> <br> (II) Bitumen (S-65) ( VG-30) | BI01010001010000000000000515BI0100001116 | 1200 | sqm |
| 5 | 1.004 | 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\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001117 | 1200 | sqm |
| 6 | 2 | Reconcreting | BI01010001010000000000000515BI0100001118 | ||
| 7 | 2.001 | od154052/2019_2020 : Providing concrete for plain/reinforeced concrete in open foundations complete as per drawings and technical specifications clause 802,1202 &1203 P.C.C grade M10(i) Nominal mix 1:3:6 without form work ( modified 11.4.1.1) | BI01010001010000000000000515BI0100001119 | 0.675 | cum |
| 8 | 2.002 | od164384/2019_2020 : plain/reinforced cement concrete M-20 1:2:4 using 20mm b/s in substructure complete as per drawings and technical specifications clause 802,804,805,806,807,1202&1204 with out form work (modifies 11.4.31) | BI01010001010000000000000515BI0100001120 | 7.5 | cum |
| 9 | 3 | Irish drain | BI01010001010000000000000515BI0100001121 | ||
| 10 | 3.001 | od164385/2019_2020 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.<br>All kinds of soil | BI01010001010000000000000515BI0100001122 | 184 | sqm |
| 11 | 3.002 | od164386/2019_2020 : Construction of 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 20 (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, wedges,steel plates including<br>levelling the formwork ),spreading the concrete compacted using<br>needle,vibrators,and finished in continuous operation including provision of curing of concrete slabs for 14 days and water finishing to lines ansd grade as per drawings and technical specifications clause 1501 without formwork modified 6.4 | BI01010001010000000000000515BI0100001123 | 27.6 | cum |
AI Tender Summary
Tender Timeline
Nov 11, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 20, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender