Department Of Roads And Public Works has published Package No.Or25-Rcpl-26 / Improvement Of Kuermunda To Barahala Via Sarodi, Kalmpada Under Rcplwea ( Phase-Iii ) Scheme ) Package No.Or25-Rcpl-26 / Improvement Of Kuermunda To Barahala Via Sarodi, Kalmpada Under Rcplwea ( Phase-Iii ) Scheme ) . Submission Date for this Tender is 10-05-2022. Road Work Tenders in kandhamal 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 up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification cluase 201.1. &direction of Engineer-in-charge (by manual means). |
| 2 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRDand as per direction of Engineer-In-Charge. |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. |
| 4 | Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 by mechanical means as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. |
| 5 | Construction of granular sub-base Gr-III by providing stone screening materials varies from 9.5mm to 2.36mm as per table 400.1 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per technical specification Clause 401 of MoRD by mix in place method and as per direction of Engineer-in-Charge. |
| 6 | Construction of moorum sub-base by providing Moorum & sand admixute spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification As per databook 408(4.11-ii)Unit-1 cum taking output 300cum and as per direction of the Engineer in Charge |
| 7 | Fine dressing &Turfing including transportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge. |
| 8 | Providing, 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 100 KN weight to achieve the desired density including lighting, barricadding and maintenance of diversion etc. as per Tables 400.11 & 400.12 and Technical Specification clause 406. of MoRDand as per direction of Engineer-In-Charge.(By Mechanical Mean) |
| 9 | 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 of MoRD for low porosity surface. and as per direction of Engineer-In-Charge. (By Mechanical Mean) |
| 10 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD.and as per direction of Engineer-In-Charge. (By Mechanical Mean) |
| 11 | Providing and layingbituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler.... |
| 12 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MORD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per direction of Engineer-In-Charge. |
| 13 | Fillling sandin foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge. |
| 14 | Providing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in open foundation as per drawings & Technical Specification clauses 802,803, 1202 & 1203 of MORD and as per direction of Engineer-In-Charge. |
| 15 | Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in substructureas per drawings & Technical Specification clauses 802,804, 805,806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge. |
| 16 | Providing and laying reinforced cement concrete NP3 Pipe 1000 mm dia for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge. |
| 17 | 1000 mm dia HPC (Single row) |
| 18 | Providing and laying R.C.C M-25 grade in Super Structure as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 19 | Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specificationscomplete in all respect as per Section 900, 1000, 1500,1600, 1700 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 20 | Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS:1786-(Fe-500) for steel reinforcementworksforfinisheditemofworkasper approved drawing and technical specifications complete in all respectas per section 900,1000 & 1600 of MoRT&H specifications for Road & Bridge works (5th Revision)including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 21 | Deck Slab ,Cap & Dirt wall |
| 22 | Abutments Piers |
| 23 | Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORDtechnical specification Clauses 614, 709, 1204and as per direction of the Engineer in charge |
| 24 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specificationClause 1204.3.8 and as per direction of the Engineer in charge |
| 25 | Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision)complete in all respect & as per direction of the Engineer-in-Charge. |
| 26 | Dismantling of existing structures, like culverts bridges, retaining walls and other structures compreising of stone masonry, including unserviceable materials and stacking the serivceable matering with all lift and lead of 1000m as per Technical Specification Clauses 202 and as per direction of the Engineer in charge |
| 27 | Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 and as per direction of the Engineer in charge |
| 28 | Removing all types of hume pipe of 600mm to 900mm dia including earthwork and dismantling of masonry works including T&P and scaffolding whenever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 29 | Upto 600mm dia Hume pipe |
| 30 | Above 600mm to 900mm dia Hume pipe |
| 31 | Providing and laying boulder appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302 and as per direction of the Engineer-in-charge. |
| 32 | Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge(with dept stone.)and as per direction of the Engineer-in-charge. |
| 33 | Providing, fitting and fixing 25mm thick compressible fibre board in expansion joint of slab and culvert for finished item of work complete as per drawing and technical specifications as per section 900, 2600 of MORT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 34 | Providing and fixing tar paperbearing in required position below deck slab over pier cap and abutment cap etc complete as per approved drawing and technical specifications as per Section 900,1000, 2000 & 2200 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 35 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 andas per the direction of the Engineer in charge |
| 36 | Providing and fixing of typical Citizen Informatory sign board with Logo as per MoRD specification and drawing. Two nos MS Plate of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat iron frame of both plates with be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.00 of MoRDand as per direction of Engineer-In-Charge. |
| 37 | Providng and Fixing of PMGSY logo as per MORD specification and drawing three Ms Plate 1.6 mm thick top middle plate duty welded with ms angle iron frame of the lawer most plate duly welded to 2 nos 75 mm x 75mm of 12 SWGtubes posts duly embedded in cement concrete M-15 Grade border etc. as per direction of Engineer-In-Charge. |
| 38 | Providing & fixing of retro reflectorised cautionary, mandotory and informatory sign as per IRC: 67 made of encapsulated lense type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per drawings and technical specification clause 801.as per direction of the Engineer in charge |
| 39 | Reinforced cement concrete M15grade kilometre stoneof standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MORD technical Specification Clause 1703as per direction of the Engineer in charge |
| 40 | 5th KM stone |
| 41 | Ordinary KM stone |
| 42 | 200mtr stone |
| 43 | Construction of guide posts of 250mm dia M 15 grade cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 as per direction of Engineer in charge. |
| 44 | Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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 of MoRD. andas per the direction of the Engineer in charge |
| 45 | MAINTENANCE |
| 46 | Routine Maintenance after completion of construction works for 1st year |
| 47 | Routine Maintenance after completion of construction works for 2nd year |
| 48 | Routine Maintenance after completion of construction works for 3rd year |
| 49 | Routine Maintenance after completion of construction works for 4th year |
| 50 | Routine Maintenance after completion of construction works for 5th year |
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