Tender For Muriyad Gp Annual Plan 2019-20 Govindapuram Temple Road Retarring , Construction Of Drain Culvert In Ward 4 Muriyad Gp Annual Plan 2019-20 Govindapuram Temple Road Retarring , Construction Of Drain Culvert In Ward 4
Tender Value
6.60 Lakhs
Estimated cost
Bid Submission
29 Aug 2019
0 days left
EMD
16500
Bank guarantee accepted
Document Fee
1570
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MURIYAD → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Muriyad Gp Annual Plan 2019-20 Govindapuram Temple Road Retarring , Construction Of Drain Culvert In Ward 4 Muriyad Gp Annual Plan 2019-20 Govindapuram Temple RoadRetarring , Construction Of Drain Culvert In Ward 4
BOQ
| Work Name:MURIYAD GP ANNUALPLAN 2019-20 GOVINDAPURAM TEMPLE ROAD RETARRING ,CONSTRUCTION OF DRAIN&CULVERT IN WARD4 PROJECT NO.81 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Retarring | 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 | 71.95 | 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 | 1400 | sqm |
| 4 | 1.003 | 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) | BI01010001010000000000000515BI0100001116 | 1400 | 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 | 1400 | sqm |
| 6 | 2 | Drainage in Mordroads | 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 | 53.2 | cum |
| 8 | 2.002 | 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 | BI01010001010000000000000515BI0100001120 | 7.6 | cum |
| 9 | 2.003 | od76018/2019_2020 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) ( Modified data 11.4.3.1 & 11.4.4) | BI01010001010000000000000515BI0100001121 | 2.125 | cum |
| 10 | 2.004 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001122 | 20.1 | cum |
| 11 | 2.005 | 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 | BI01010001010000000000000515BI0100001123 | 0.721 | cum |
| 12 | 2.006 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001124 | 0.058 | tonne |
AI Tender Summary
Tender Timeline
Aug 13, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 03, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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