Varikkolayyathu Mukku Ezhathharatthu Mukku Varikkolayyathu Mukku Ezhathharatthu MukkuTeepura Mukku Road Maintenance Ward 4 5 InMynagappaly Grama Punchayath
Tender Value
13.16 Lakhs
Estimated cost
Bid Submission
10 Jun 2020
0 days left
EMD
36875
Bank guarantee accepted
Document Fee
2975
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mynagappally → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Varikkolayyathu Mukku Ezhathharatthu Mukku Varikkolayyathu Mukku Ezhathharatthu MukkuTeepura Mukku Road Maintenance Ward 4 5 InMynagappaly Grama Punchayath
BOQ
| Work Name:SO 120/21 VARIKKOLAYYATHU MUKKU EZHATHHARATTHU MUKKU TEEPURA MUKKU ROAD MAINTENANCE WARD 4 & 5 IN MYNAGAPPALY GRAMA PUNCHAYATH | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Retarring,side wall and irish drain construction | 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 | 119.94 | sqm |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 168.98 | sqm |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 2355 | sqm |
| 5 | 1.004 | 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>\t\t\t\t\t\t\t\t\nProviding, 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.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001117 | 2355 | sqm |
| 6 | 1.005 | 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) | BI01010001010000000000000515BI0100001118 | 2355 | sqm |
| 7 | 1.006 | od667305/2020_2021 : od36086/2019_2020 :MorD: Surface dressing of the ground in All kinds of soil including removing vegetation<br>and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | BI01010001010000000000000515BI0100001119 | 510 | sqm |
| 8 | 1.007 | od667307/2020_2021 : od48812/2019_2020 :Mord: Plain cement concrete pavement ,thickness as per design,over a prepared sub<br>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(steel channel, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using<br>needle vibrator and finished in continuous operation including provision of contraction<br>and expansion ,construction joints curing of concrete slabs for 14 days, water finishing to lines and grade as<br>per drawing and Technical<br>Specifications clause 1501 (form work excluded) | BI01010001010000000000000515BI0100001120 | 76.5 | cum |
AI Tender Summary
Tender Timeline
Jun 02, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 15, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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