Cmlrrp Sl No- 100 Kasaragod District- Kanhangad Block Madikai Grama Panchayath Kanichira Nadakott Ambalam Road Improvement Cmlrrp Sl No100 Kasaragod District- Kanhangad Block Madikai Grama Panchayath Kanichira Nadakott Ambalam Road Improvement
Tender Value
8.92 Lakhs
Estimated cost
Bid Submission
21 Jul 2021
0 days left
EMD
13400
Bank guarantee accepted
Document Fee
1790
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Madikai → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cmlrrp Sl No- 100 Kasaragod District- Kanhangad Block Madikai Grama Panchayath Kanichira Nadakott Ambalam Road Improvement Cmlrrp Sl No100 Kasaragod District- Kanhangad Block Madikai Grama Panchayath Kanichira Nadakott Ambalam Road Improvement
BOQ
| Work Name:CMLRRP-2020-21 (Sl. No. 100) Kasaragod District-Kanhangad Block- MADIKAI GP - KANICHIRA NADAKKOT AMBALAM ROAD IMPROVEMENT | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APPENDIX A ROAD | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.5.3 : Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001114 | 3.6 | cum |
| 3 | 1.002 | 3.4 : Construction of Embankment with Material Obtained from Borrow Pits\t<br>\t\t\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001115 | 285.15 | cum |
| 4 | 1.003 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001116 | 60 | cum |
| 5 | 1.004 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001117 | 90 | cum |
| 6 | 1.005 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001118 | 600 | sqm |
| 7 | 1.006 | 75.5.2.2pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001119 | 600 | sqm |
| 8 | 1.007 | 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) | BI01010001010000000000000515BI0100001120 | 600 | sqm |
| 9 | 1.008 | 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) | BI01010001010000000000000515BI0100001121 | 600 | sqm |
| 10 | 1.009 | od1158376/2021_2022 : LATERITE DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality laterite rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001122 | 85.05 | cum |
| 11 | 1.01 | 9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia | BI01010001010000000000000515BI0100001123 | 7.5 | metre |
| 12 | 1.011 | 10.4.A.2 : Direction and Place Identification signs with size more than 0.9 sqm size board<br>\nA. Retro-reflectorised Traffic Signs <br>2\tProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001124 | 1.15 | sqm |
| 13 | 1.012 | 10.1.1 : Printing New Letters and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) | BI01010001010000000000000515BI0100001125 | 300 | cm |
| 14 | 2 | Name Board | BI01010001010000000000000515BI0100001126 | ||
| 15 | 2.001 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001127 | 0.06 | cum |
| 16 | 2.002 | od1159695/2021_2022 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | BI01010001010000000000000515BI0100001128 | 0.135 | cum |
| 17 | 2.003 | 16.21 : Engraving letters in hard stone | BI01010001010000000000000515BI0100001129 | 295 | per Letter per cm height |
| 18 | 2.004 | 16.86.1 : Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm. | BI01010001010000000000000515BI0100001130 | 0.375 | sqm |
| 19 | 2.005 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001131 | 1.25 | sqm |
AI Tender Summary
Tender Timeline
Jul 13, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 24, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender