Tender For Pr No . 97/20-Thettikuzhy Thaikavu Cashew Factory Road Maintenance
Tender Value
7.58 Lakhs
Estimated cost
Bid Submission
05 Oct 2019
0 days left
EMD
18980
Bank guarantee accepted
Document Fee
1807
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
SASTHAMCOTTA → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Pr No . 97/20-Thettikuzhy Thaikavu Cashew Factory Road Maintenance
BOQ
| Work Name:SASTHAMCOTTA GP 2019-20 : Pr no: 97/20 Maintenance of Thettikuzhi Thaikkavu cashew factoryRoad W-14 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | maintanance of road | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001114 | 18.9 | cum |
| 3 | 1.002 | 2.5.2.B : Dismantling of Structures<br>\nDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>\n(II) By Mechanical Means <br>(B)\tReinforced Cement Concrete | BI01010001010000000000000515BI0100001115 | 1.44 | cum |
| 4 | 1.003 | 2.7.B : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B)Rubble Stone Masonry in Cement Mortar | BI01010001010000000000000515BI0100001116 | 2.16 | cum |
| 5 | 1.004 | od167838/2019_2020 : Providingcement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:3:6 (modified 11.4.1.1 form work excluded ) | BI01010001010000000000000515BI0100001117 | 3.99 | cum |
| 6 | 1.005 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001118 | 6.842 | cum |
| 7 | 1.006 | od169928/2019_2020 : Providing concrete for plain Cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Modified 11.4.4 form work excluded)<br> | BI01010001010000000000000515BI0100001119 | 0.951 | cum |
| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 5.273 | cum |
| 9 | 1.008 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001121 | 0.92 | tonne |
| 10 | 1.009 | 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. | BI01010001010000000000000515BI0100001122 | 37.5 | sqm |
| 11 | 1.01 | 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. | BI01010001010000000000000515BI0100001123 | 52.201 | sqm |
| 12 | 1.011 | 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. | BI01010001010000000000000515BI0100001124 | 675 | sqm |
| 13 | 1.012 | 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) | BI01010001010000000000000515BI0100001125 | 675 | sqm |
| 14 | 1.013 | 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) | BI01010001010000000000000515BI0100001126 | 675 | sqm |
| 15 | 1.014 | od171145/2019_2020 : Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. | BI01010001010000000000000515BI0100001127 | 294.401 | per sqm |
| 16 | 1.015 | od171159/2019_2020 : Construction of plain cement concrete pavement ,thickness as per design,over a prepared sub gradeor sub base,with 43 grade cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS(for new concrete work 2019-20)383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design,laid in ,spreading the concrete with showels,rakes,compacted using needle vibrators,and and finished in continuous operation including provision of contraction and expansion ,construction joints,curing of concrete slabs for 14 days,with water finishing to lines and grade as per drawing and Technical Specifications clause 1501(without formwork) ; | BI01010001010000000000000515BI0100001128 | 44.161 | cum |
AI Tender Summary
Tender Timeline
Sep 25, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 10, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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