Tender For Repair To Bridge Over Kukuri Nallah At 3Rd Km On Pagarpani To Bandamunda Road-Construction Of Road From Bhandarjori To Dava Baazar Chhak Via Bandamunda And Haridatal Under Mmsy-Trip At Ch. 3000 Km For The Year 2026-27
Tender Overview
Project Description
Tender for Repair To Bridge Over Kukuri Nallah At 3Rd Km On Pagarpani To Bandamunda Road-Construction Of Road From Bhandarjori To Dava Baazar Chhak Via Bandamunda And Haridatal Under Mmsy-Trip At Ch. 3000 Km For The Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area etc. complete as per direction of the Engineer in charge. |
| 2 | Providing and laying moorum on shoulder / Berm including all cost and conveyance of all materials and labour charges etc complete for finished item of work as per the direction of EIC. |
| 3 | Cleaning the existing black topped surface with removal of foreign materials with brooms soft brushes and finaly dusting with old gunny bags or compressed air to receive bituminous treatment as per direction of E I C. |
| 4 | Providing, laying, scraping, cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 75mm thick built up spray grouting in one layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries including cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge |
| 5 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen @14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 Type C as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge. |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 7 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 8 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures .....as per approved drawing Clause 1701.2.2 of MoRD and as per the direction of the Engineer-in-charge. |
| 9 | White washing two coats on parapet walls and tree trunks including cost of white washing and preparation of surface by cleaning scrapping etc; complete as per specification and direction of the Engineer-in-charge. |
| 10 | Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technocal Specification Clause. |
| 11 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment ,level and slopes and as per the direction of the Engineer-in-charge. |
| 12 | Rough stone dry packing in approns and revtments with hard granite stone ( 30cm&above) including cost of all materials etc complete. Please Enable Macros to View BoQ information |
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Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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