Dp Works 2021-2022 Kuthupara Shellyampara Road In Vellathooval Grama Panchayath ( Adimaly Bp ) ( 132/22 ) Tender
Tender Value
13.39 Lakhs
Estimated cost
Bid Submission
26 Jun 2021
0 days left
EMD
20100
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
vellathooval → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Dp Works 2021-2022 Kuthupara Shellyampara Road In Vellathooval Grama Panchayath ( Adimaly Bp ) ( 132/22 ) Tender
BOQ
| Work Name:DP WORKS 2021-2022 KUTHUPARA SHELLYAMPARA ROAD IN VELLATHOOVAL GRAMA PANCHAYATH (ADIMALY BP) (132/22 ) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Bituminous surfacing/resurfacing/irish drain | 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 | 264.61 | 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 | 3150 | sqm |
| 4 | 1.003 | 75.9.3.pb.pa : Plastic roads- Packed Bitumen Rate <br> 20mm thick Open-Graded Premix Carpet\nusing Bituminous (penetration grade/modified bitumen) Binder -<br> Bitumen S-65 -\nPacked Bitumen and Shredded Plastic<br> <br> Providing, laying and rolling of opengraded\npremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates\neither using penetration grade bitumen or emulsion to required line, grade and level to\nserve as wearing course on a previously prepared base, using HM Plant attached with\nopen pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, then\ntransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2\nmixing well to form a uniform thin layer of plastic over - hot aggregate and adding hot\nbitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rolling\nwith a. three wheel 80-100 kN static roller capacity, finished to required level and grades\nto be- followed by seal coat of either Type A or Type B or Type C as per Technical\nSpecification Clause 508 <br> Case - I By Manual Means <br> <br> (II) Bitumen (S-65) | BI01010001010000000000000515BI0100001116 | 3150 | 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 | 3150 | sqm |
| 6 | 1.005 | 8.3.2.A : Earthwork in Hill Road<br>(ii)\tExcavation in Hilly Areas in Soil by mechanical means\t<br>\t\n\tA)\tExcavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | BI01010001010000000000000515BI0100001118 | 172.18 | cum |
| 7 | 1.006 | 75.8.1 : Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001119 | 36.27 | cum |
| 8 | 1.007 | 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) | BI01010001010000000000000515BI0100001120 | 6.563 | cum |
| 9 | 1.008 | od1146797/2021_2022 : Providing and fixing good quality Granite Name Board with lettering including all cost<br>of materials conveyance, labour charge etc complete | BI01010001010000000000000515BI0100001121 | 1 | each |
AI Tender Summary
Tender Timeline
Jun 18, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 26, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 30, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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