Tender For 88/19 Mtlps School To Kalluvila Kochu Vila Mukku Road Re- Taring 88/19 Mtlps School To Kalluvila Kochu Vila Mukku Road Re- Taring Ward- 5 In Elampalloor Gp
Tender Value
4.81 Lakhs
Estimated cost
Bid Submission
31 Aug 2019
0 days left
EMD
13500
Bank guarantee accepted
Document Fee
1091
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Elampalloor → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For 88 / 19 Mtlps School To Kalluvila Kochu Vila Mukku Road Re- Taring 88 / 19 Mtlps School To Kalluvila Kochu Vila Mukku Road Re- Taring Ward- 5 In Elampalloor Gp
BOQ
| Work Name:88/19 MTLPS SCHOOL TO KALLUVILA KOCHUVILA MUKKU ROAD RE-TARRING WARD 5 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Re-Tarring | 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 | 118.451 | 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 | 1245 | sqm |
| 4 | 1.003 | 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\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 (with 7% of bitumen replaced by shredded waste plastic)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001116 | 1245 | 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 | 1245 | sqm |
| 6 | 2 | ROAD CONCRETE | BI01010001010000000000000515BI0100001118 | ||
| 7 | 2.001 | od119696/2019_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 | 120 | sqm |
| 8 | 2.002 | od119703/2019_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 shovels,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 included) | BI01010001010000000000000515BI0100001120 | 18 | cum |
AI Tender Summary
Tender Timeline
Aug 21, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 05, 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