Construction of Road and CD works underPMGSY Batch-III / 2021-22Bamara TOUchhakpat Via Kechupani and BhogapadaPackage No - OR-28-305
Tender Value
1.95 Crore
Estimated cost
Bid Submission
02 May 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kuchinda → Odisha
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction of Road and CD works underPMGSY Batch-III / 2021-22Bamara TOUchhakpat Via Kechupani and BhogapadaPackage No - OR-28-305
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Apr-2022 | 2ND CORRIGENDUM | Other | 02-May-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge |
| 2 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m. as per Technical Specification Clause 202 of MORD by manual means. |
| 3 | Cement concrete |
| 4 | Construction of embankment, Subgrade and shoulders with approved material obtainedfrom borrow pitstransporting to site by mechanical means with all leads & lifts, spreading, grading to requiredslope and compacted to meetrequirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301 of MORDand as per the direction of the Engineer-in-Charge. |
| 5 | 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 of MoRD and as per the direction of the Engineer-in-charge. |
| 6 | Construction of Shoulder with approved material obtained from borrow pits with a lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables300.2 with a lead upto 5000 m as per Technical Specification Clause 303.1 of MoRD and as per the direction of the Engineer-in-charge. |
| 7 | Providing and constructing well compacted drainage layer above the subgrade of road work with approved quality of dust free washed coarse to medium sand as per item 5.8 of SP-20 and Corresponding technical specifications of MORD specification for Rural roads and as per direction of the Engineer-in-Charge. |
| 8 | Laying and Spreading Available soil in the subgrade on prepared surface,treating the soil with 0.75 Kg/Cum of organosilane Nanotechnology and 0.75 kg/cum acrylic copolymer mixed in OMC water (<1000 ppm TDS) on loose soil . Scarify the treated mix with rotavator.Grading the treated soil with motor grader and compacting with 80-100 KN vibratory roller such as to attain minimum 98 percent of MDD of soil.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225) |
| 9 | Construction of Granular Sub-base by providing locally available gravel material having maximum size 5mm or 10mm , mixed with 3% cement by MDD of soil , 0.60 kg/cum Nanotechnology silane & 0.6 kg/cum of Acrilic Nano-co polymer , spreading in uniform layers with grader on prepared surface by mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve desired density, complete as per table 2.3 of IRC SP-77-2008 as per direction of Engineer-in-Charge. |
| 10 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) |
| 11 | 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 the direction of the Engineer-in-charge. |
| 12 | 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 the direction of the Engineer-in-charge |
| 13 | Providing and laying bituminous concrete (using 8 % waste plastic)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 509 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 14 | Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clause 800 and 1206.3and as per direction of Engineer-in-charge. |
| 15 | Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge. |
| 16 | Earthwork in excavation for foundation of structures in all kinds of soil upto 3m depth as per drawing and technical specification Clause 305 of MORD specification for Rural roadsincludding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m,dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge. |
| 17 | A without dewatering and shoring, shuttering |
| 18 | B With dewatering and shoring, shuttering |
| 19 | ProvidingPCC plain cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MoRD and as per the direction of the Engineer-in-charge. |
| 20 | Providing PCC plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MoRD and as per the direction of the Engineer-in-charge. |
| 21 | M-15 Below bed |
| 22 | M-15 above bed |
| 23 | R.C.C. M25 using 12mm size chips including centering, shuttering cost conveyance, royality, taxes etc. of all materials complete as per drawing & technical specification Clause 802, 803, 1202 & 1203 of MoRD and as per the direction of the Engineer-in-charge. |
| 24 | Foundations |
| 25 | Substructure |
| 26 | Superstructure |
| 27 | Supplying, fitting and placing HYSD bar reinforcement (Fe415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge. |
| 28 | A sub structure |
| 29 | b super structure |
| 30 | Construction of RCC railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between certical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 of MoRD and as per the direction of the Engineer-in-charge. |
| 31 | Providing Weepholes in brick masonary/stone masonary, 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 technical specificationclauses 614, 709, 1204.3.7 of MoRD and as per the direction of the Engineer-in-charge. |
| 32 | Providing laying R.C.C. Hume pipeNP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per direction of Engineer-in-charge. |
| 33 | 1000mm dia (Single row) |
| 34 | Providing and laying boulder appron for bed protection 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 1300 of MoRD and as per the direction of the Engineer-in-charge. |
| 35 | Providing and laying filter media with granular crushed aggregates as per specification o a thickness of not less than 600mm with smaller size 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 technical specifications Clause 1204.3.8 and as per the direction of the Engineer-in-charge. |
| 36 | Construction of Panelled Cement Concrete Pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse 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 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 37 | 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 of MoRD and as per direction of the Engineer-in-charge. |
| 38 | Providing and fixing of typical PMGSY Logos made of 1.6 mm thick MS sheet duly stove enameled on both side with lettering and printing arrows,border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour fixed and supported on 75mmx75mmx6mm M.S. angle 3500mm long firmly fixedto the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mm below ground levelas per drawing Clause 1701 and as per direction of the Engineer-in-charge. |
| 39 | Providing and fixing reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge. |
| 40 | 5th kilometer stone |
| 41 | Ordinary kilometer stone |
| 42 | 200 mm stone |
| 43 | 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 with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1700, 300 & 800 of MoRD and as per the direction of the Engineer-in-charge. |
| 44 | 900 mm equilateral triangle |
| 45 | 600 mm circular |
| 46 | 600 mm X 450 mm rectangular |
| 47 | 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 Technival Specification Clause 800,1400 & 1704.1 of MoRD and as per direction of the Engineer-in-charge. |
| 48 | Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. |
| 49 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification Clause 1915 of MoRD and as per the direction of the Engineer-in-charge. |
| 50 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 51 | Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 |
| 52 | MAINTENANCE INCLUDING GST |
| 53 | Routine Maintenance after completion of construction works for 1 st year |
| 54 | Routine Maintenance after completion of construction works for 2 nd year |
| 55 | Routine Maintenance after completion of construction works for 3 rd year |
| 56 | Routine Maintenance after completion of construction works for 4 th year |
| 57 | Routine Maintenance after completion of construction works for 5 th year |
AI Tender Summary
Tender Timeline
Apr 23, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
May 02, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 02, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 04, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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