Rural Works Department has published Bangura High School To Chulia Majhisahi Pothole Repair, Pmc Seal Coat Berm Dressing Etc. Submission Date for this Tender is 13-12-2021. Civil Work Tenders in Kamakhyanagar Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specificationby manual means. |
| 2 | Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site with mechanical means with in a lead of 5kms spreading, grading to required slope and compacting to meet requirement of table 300-2 and clause 305 of MOSRT&H specification for road and bridge work (4th revision) etc. with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 3 | Providing, spreading and consolidation of moorum with PRR including wateringincluding cost, conveyance, royalty and taxesof all material labour and T&P required for the work etc. complete including 1% Cess asper the direction of the Engineer-in-charge. |
| 4 | Providing and laying including scraping, cleaning the road surface, applying tack coat using 3.0kg of bitumen for 10sqm and laying 37.5mm thick built up spray grouting in one layer, using 0.45cum of 25mm to 40mm size hard granite metal and 12.00kg penitration grade of bitumen for 10sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10sqm spreading over and laying including heating pouring and spreading over and spreading bitumen, metal and chips and rolling with P.R.R including hire and running charges of P.R.R and all other machineries with cost, conveyance, royalty, taxes, labour, T&P and cess etc complete as directed by the Engineer-in-charge. |
| 5 | Providing, laying, spreding and compacting stone aggregates of specific sizes to water bound macadam specification including spresding in uniform thickness, hand packing,rolling with three wheeled steel roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screenig/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per clause 404 of MoSRT&H specifications for Road & Bridge works(4th Revision) with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 7 | Providing and applying tack coat with bitumen emulsion (RS-I) on prepared surface etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-ChargeWBM Surface(Primed) |
| 8 | Bituminous Surface |
| 9 | Providing & laying SDBC with batch mix hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder of 60/70 penetration grade, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit censor control to the required grade, level, alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works (4th revision) |
| 10 | Finishing walls with water proofing Weather coat of approved shade on new work two coats to give an even shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 11 | Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge. |
| 12 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction 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, curing compound (where Spefied) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 13 | Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixedposition including finishing and lettering but excluding painting as per |
| 14 | Earth work in excavation of foundation in all kinds of soil and depositing the material with in initial lead and lift including rough dressing and levelling with all labour, T&P, taxes and cess etc. complete as directed by the Engineer-in-charge. |
| 15 | Providing and laying mannualy with sand in regular layers not exceeding 150mm thick including all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 16 | Providing CC (1:3:6) in foundation upto 1.5 below bed level with 40mm nominal size H.G. metal including laying in position and compacting by using vibrator including shuttering, with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge below Bed Level |
| 17 | Above Bed Level |
| 18 | Providing weep holes in brick masonry/ plain/reinforced concrete abuttments, wing walls/return walls with 100mm dia A.C pipe etc. with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 19 | Back filling in foundation and plinth with excavated earth including dressing, leveling, watering and compacting etc. with all leads, lifts and delifts etc. complete with all |
| 20 | Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 21 | Providing rough stone dry packing in approns and revetments with 15 to 30cm hard granaite stone including cost conveyance of all materials to site etc. with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 22 | Grouting approns and revetments 23cm deep with cement concrete (1:4:8) with 25mm broken granite metal with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 23 | Supply and laying RCC NP3 pipes including joining the joints with C.M(1:2) with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 24 | Supply and lsying RCC NP3 pipes including joining the joints with C.M(1:6) complete as per specification and direction of the E.I.C. |
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