municipality has published Development Of Road From Mundamal Chakka Towards Biramanipur Siva Temple In Ward No 24. Submission Date for this Tender is 09-12-2021. Road Work Tenders in Jajpur Road Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches in all kinds of soil up to the required depth including dressing and leveling the bed and depositing the excavated materials away from the site with all leads and lifts, T&P labour required for the work etc. complete as directed by the Engineer-In Charge. |
| 2 | Supplying and filling in foundation and plinth with sand including watering, ramming, including cost, conveyance, royalties and taxes of all materials and cost of all labour with T&P required for the work etc. complete as per direction of Engineer-In-Charge. |
| 3 | Cement concrete (1:3:6) in foundation and plinth, road pavement and flooring using 4 cm. size hard granite Crusher Broken metal of approved quarry and approved quality including hoisting lowering laying compacting concrete in layers not exceeding 0.15 M. in depth watering and curing etc, complete including cost, conveyance, royalties & taxes of all materials and labour etc with T&P required for the work etc. complete as per specification & direction of Engineer-In-Charge. |
| 4 | CC work of M-25mixhaving a minimum compressive strength of 200kg/cm2 in 15cm.cubes at 28 days after mixing and tests conducted in accordance with IS.456 and IS.516 using 12mm.to 20mm. size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying and compact concrete by using vibrator watering and curing for 28 days centering shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance ,royalties and taxes & testing ofall materials and cost of all labour with T&P required for the work etc. complete in all respect as per specification & direction of E.I.C. |
| 5 | Supplying and fixing 12mm thick expansion joint board with all cost & Tax etc. |
| 6 | Rigid and smooth centring,shuttering for CC works including false work and dismantling them after casting including cost of materials complete.. |
| 7 | Filling F&P,nearby depression etc.with the excavated earth including watering and ramming. |
| 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H(4TH REVISION). |
| 9 | Labour for scraping cleaning the road surface appling tack coat using 3.0Kg of bitumen for 10 Sqm and layingh 75mm thick built up spray grouting in two layers 37.5mm thick each layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12 cum of 12 mm 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 but excluding cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in charge |
| 10 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surrface with a hydrostatic finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 11 | 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 ahydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 12 | add photo graphy & display board |
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