Pro . No . 232 Retarring And Drain Construction In Ambedkar Road -Pavaratty Concrete Drain And Re Tarring
Tender Value
4.68 Lakhs
Estimated cost
Bid Submission
28 Mar 2020
0 days left
EMD
11730
Bank guarantee accepted
Document Fee
1116
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
PAVARATTY → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Pro . No . 232 Retarring And Drain Construction In Ambedkar Road -Pavaratty Concrete Drain And Re Tarring
BOQ
| Work Name:Pro.No.232-2019-20- flood fund- Construction of drain and retarring at Ambedkar road- Pavaratty GP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Ambedkar Road drain construction | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 15.975 | cum |
| 3 | 1.002 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001115 | 5.325 | cum |
| 4 | 1.003 | od477728/2019_2020 : Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification clause 802,803,1202&1203III.P.C.C grade M20(I)nominal mix(1:2:4)(modified data 11.4.3 .1&11.4.4) | BI01010001010000000000000515BI0100001116 | 1.42 | cum |
| 5 | 1.004 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001117 | 14.91 | cum |
| 6 | 1.005 | 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 | BI01010001010000000000000515BI0100001118 | 0.18 | cum |
| 7 | 1.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001119 | 0.026 | tonne |
| 8 | 1.007 | od478812/2019_2020 : Engaging Man Coolie | BI01010001010000000000000515BI0100001120 | 2 | each |
| 9 | 2 | Retarring | BI01010001010000000000000515BI0100001121 | ||
| 10 | 2.001 | 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. | BI01010001010000000000000515BI0100001122 | 114.055 | sqm |
| 11 | 2.002 | 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. | BI01010001010000000000000515BI0100001123 | 1080 | sqm |
| 12 | 2.003 | 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) | BI01010001010000000000000515BI0100001124 | 1080 | sqm |
| 13 | 2.004 | 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) | BI01010001010000000000000515BI0100001125 | 1080 | sqm |
AI Tender Summary
Tender Timeline
Mar 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 28, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 30, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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