Velloor Grama Panchayat 2019-20 Arattukadavu Changamatha Road Retarring Arattukadavu Changamatha Road Retarring
Tender Value
7.38 Lakhs
Estimated cost
Bid Submission
18 Dec 2019
0 days left
EMD
18500
Bank guarantee accepted
Document Fee
1670
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
velloor → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Velloor Grama Panchayat 2019-20 Arattukadavu Changamatha Road Retarring Arattukadavu Changamatha Road Retarring
BOQ
| Work Name:Velloor Grama Panchayat 2019-20 Arattukadavu Changamatha Road Retarring | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | retarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 75.5.5.A.1pb : Modified Penetration Macadam 50 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 | 47.75 | 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 | 1800 | 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 | 1800 | sqm |
| 5 | 1.004 | 75.5.12.A.1.2pb : Seal Coat - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\t\t\t\nProviding 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\t<br>\t\t\t\t\t\t\nA.\tBy Manual Means\t\t<br>\t\t\t\t\t\nCase I : Type A\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001117 | 1800 | sqm |
| 6 | 2 | Retaining wall construction | BI01010001010000000000000515BI0100001118 | ||
| 7 | 2.001 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation 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 | BI01010001010000000000000515BI0100001119 | 9.601 | cum |
| 8 | 2.002 | od140868/2019_2020 : stone masonry in cement mortar for sub structure complete as per drawing and technical specification clause 702,704,1202&1204 | BI01010001010000000000000515BI0100001120 | 36.601 | cum |
| 9 | 2.003 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001121 | 0.75 | cum |
| 10 | 3 | Road concreting | BI01010001010000000000000515BI0100001122 | ||
| 11 | 3.001 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001123 | 10.5 | cum |
| 12 | 3.002 | 16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete | BI01010001010000000000000515BI0100001124 | 10.5 | cum |
AI Tender Summary
Tender Timeline
Dec 06, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 18, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 20, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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