Tender For Ward-6 Varambupara Road Retarring 2019-20 Puthur Grama Panchayat Proj No 188 Ward-6 Varambupara Road Retarring
Tender Value
15 Lakhs
Estimated cost
Bid Submission
24 Oct 2019
0 days left
EMD
37500
Bank guarantee accepted
Document Fee
3570
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Puthur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Ward-6 Varambupara Road Retarring 2019-20 Puthur Grama Panchayat Proj No 188 Ward-6 Varambupara Road Retarring
BOQ
| Work Name:2019-20 Project No: 188 Puthur Grama Panchayat ward-6 Varambupara road retarring | |||||
|---|---|---|---|---|---|
| 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 | 390.853 | 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 | 3871.5 | sqm |
| 4 | 1.003 | 75.5.9.2.2.Pd : Plastic Roads - Bitumen - S-65 <br> 20 mm thick Open- Graded Premix Carpet using Bituminous ( Penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearinf 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 Type C as Techinical Specification Clause 508 (with 7% of bitumen replaced by shreadded waste plastice) <br> Case - I By Manual Means <br> <br> (II) Bitumen (S-65) ( VG-30) | BI01010001010000000000000515BI0100001116 | 3871.5 | 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 | 3871.5 | sqm |
| 6 | 1.005 | 3.7 : Removal of Unsuitable Soil with Disposal upto 1000 mRemoval of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | BI01010001010000000000000515BI0100001118 | 38.715 | cum |
| 7 | 2 | Irish drain | BI01010001010000000000000515BI0100001119 | ||
| 8 | 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 | BI01010001010000000000000515BI0100001120 | 28.013 | cum |
| 9 | 2.002 | 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) | BI01010001010000000000000515BI0100001121 | 28.013 | cum |
| 10 | 3 | SIDE PROTECTION (near Electric Post Pkd Vtl 136/32) | BI01010001010000000000000515BI0100001122 | ||
| 11 | 3.001 | 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 | BI01010001010000000000000515BI0100001123 | 8.281 | cum |
| 12 | 3.002 | od195434/2019_2020 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. ( Modified Data 60.7.1)- MoRD spec. | BI01010001010000000000000515BI0100001124 | 25.981 | cum |
| 13 | 3.003 | 12.5.3 : 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 m III.R.C.C grade M 20 | BI01010001010000000000000515BI0100001125 | 2.16 | cum |
| 14 | 3.004 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001126 | 0.216 | tonne |
AI Tender Summary
Tender Timeline
Oct 16, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 24, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 28, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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