Tender For General-Kr 13-49, Parambanthaly West Mananaroadmullassery Gp-Kerala Water Authority Restoration Works)-General Civil Work
Tender Value
1.07 Crore
Estimated cost
Bid Submission
07 Jul 2026
1 days left
EMD
50000
Bank guarantee accepted
Document Fee
6508
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thrissur → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For General-Kr 13-49, Parambanthaly West Mananaroadmullassery Gp-Kerala Water Authority Restoration Works)-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Restoration works |
| 2 | 3.5.3Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m<br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cumbucket capacity including cutting and loading in tippers, trimming bottom and sideslopes, in accordance with requirements of lines, grades and cross-sections, andtransporting to the embankment location with a lift upto 1.5 m and lead upto 1000 mas per Technical Specification Clause 302.3 |
| 3 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mixin Place Method <br> Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smoothwheel roller to achieve the desired density, complete as per Technical SpecificationClause 401. <br> (i) For Grading I Material |
| 4 | 4.9Wet Mix Macadam <br> Providing, laying, spreading and compacting gradedstone aggregate to wet mix macadam specification including premixing the materialwith water at OMC in mechanical mixer (Pug Mill), carriage of mixed material bytipper to site, laying in uniform layers in sub-base/base course on a well prepared subbaseand compacting with smooth wheel roller of 80 to 100kN weight to achieve thedesired density including lighting, barricading and maintenance of diversion, etc asper Tables 400.11 & 400.12 and Technical Specification Clause 406. <br>By Mechanical Means with 1 km lead |
| 5 | 75.5.1.1pbPrime Coat - Low porosity - With Packed Bitumen Rates <br> Providing andapplying primer coat with bitumen emulsion (SS-1) on prepared surface of granularbase including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 6 | 75.5.2.3pbTack Coat - With Packed Bitumen Rates <br> Providing and applying tack coatwith Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned withHydraulic broom as per Technical Specification Clause 503. |
| 7 | 75.5.2.2pbTack Coat - With Packed Bitumen Rates <br> Providing and applying tack coatwith Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned withHydraulic broom as per Technical Specification Clause 503. |
| 8 | OD22088/2026-2027Mix Seal Surfacing - Mechanical Means - Type B - Bitumen S-65 - Packed BitumenRates <br> Providing, laying and rolling of close-graded premix surfacingmaterial of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mmto 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line,grade and level to serve as wearing course on a previously prepared base, includingmixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static rollerand finishing to required level and grades as per Technical Specification Clause 509<br> By Mechanical Means <br> Type B <br> (II) Bitumen (S-65) |
| 9 | OD15271/2026-2027Construction of un-reinforced plain cement concrete pavement ,thickness as perdesign, over a prepared sub base,with 43 grade cement or any other type as per clause1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS 383,maximumsize of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not lessthan 0.2 cum capacity and appropriate weigh batcher using approved mix design,laidin approved fixed side formwork(steel channel, laying and fixing of 125 micron thickpolythene film, wedges,steel plates including levelling the formwork as perdrawing),spreading the concrete with showels,rakes,compacted using needle,screed,and plate vibrators and finished in continuous operation including provision ofcontraction and expansion ,construction joints,applying debonding strips, primer,sealant, dowel bars, near approaches to bridge /culvert and construction joints,admixtures as approved,curing of concrete slabs for 14 days,using curingcompound(where specified) and water finishing to lines and grade as per drawing andTechnical Specifications clause 1501short panelled of size 0.75x0.75m (modifieditem 6.4) Extra labour and machinery added for close joint cutting. |
| 10 | OD15236/2026-2027Construction of Subgrade and Earthen Shoulders<br> Construction of subgradeand earthen shoulders with approved material obtained from borrow pits with all liftsand leads, transporting to site, spreading, grading to required slope and compacted tomeet requirement of Table 300.2 with lead upto 1000 m as per TechnicalSpecification Clause 303.1. |
| 11 | 3.3Construction of Embankment with Material Obtained from Roadway Cutting<br> Construction of embankment with approved materials deposited at sitefrom roadway cutting and excavation from drain and foundation of other structuresgraded and compacted to meet requirement of Tables 300.1 and 300.2 as perTechnical Specification Clause 301.5 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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