Construction of Dardia Sub-Station Chhak to Patitapaban Road via Potanai G.P Linking Nachhipura Road in the District of Jagatsinghpur under MMSY-TRIP for the year 2025-26

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority :- Chief Construction Engineer , Rural Works , Circle Cuttack

Name of Work :- Construction of Dardia Sub-Station Chhak to Patitapaban Road via Potanai G.P Linking Nachhipura Road in the District of Jagatsinghpur under MMSY-TRIP for the year 2025-26."

Contract No: Tender On Line RWC-27/25

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

0.00;[Re31]0.00 Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC 0.00;[Re21]0.00 Sqm Excess(+) Full Conversion INR

0.00;[Re1]0.00 Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting 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. 0.00;[Re26]0.00 Cum Excess(+) Full Conversion INR

0.00;[Re2]0.00 Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision) 0.00;[Re3]0.00 Cum Excess(+) Full Conversion INR

0.00;[Re3]0.00 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) 0.99;[Re25]0.99 Cum Excess(+) Full Conversion INR

0.00;[Re4]0.00 Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC 0.00;[Re26]0.00 Sqm Excess(+) Full Conversion INR

0.00;[Re5]0.00 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC 0.00;[Re26]0.00 Sqm Excess(+) Full Conversion INR

0.00;[Re6]0.00 Providing and laying semi dense bituminous concrete with 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) AR-175/47 0.00;[Re15]0.00 cum Excess(+) Full Conversion INR

0.00;[Re7]0.00 Construction of un-reinforced plain 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 M-30 (Grade), coarse & 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 & 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 & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the E.I.C. 0.00;[Re27]0.00 Cum Excess(+) Full Conversion INR

0.00;[Re8]0.00 Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C. 0.00;[Re4]0.00 Sqm Excess(+) Full Conversion INR

0.00;[Re9]0.00 Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 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. 0.00;[Re7]0.00 cum Excess(+) Full Conversion INR

0.00;[Re10]0.00 Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. 0.00;[Re11]0.00 cum Excess(+) Full Conversion INR

0.00;[Re11]0.00 Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 0.99;[Re30]0.99 Cum Excess(+) Full Conversion INR

0.00;[Re12]0.00 Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 0.00;[Re12]0.00 Cum Excess(+) Full Conversion INR

0.00;[Re13]0.00 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

0.00;[Re14]0.00 Deck Slab 0.99;[Re16]0.99 Cum Excess(+) Full Conversion INR

0.00;[Re15]0.00 Providing Concrete for reinforced cement concrete of M25 for Railing complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge 0.00;[Re4]0.00 cum Excess(+) Full Conversion INR

0.00;[Re16]0.00 Plain Cement Concrete M20 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD 0.99;[Re1]0.99 Cum Excess(+) Full Conversion INR

0.00;[Re17]0.00 Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. and as per the direction of the Engineer in charge

0.00;[Re18]0.00 1000 mm dia HPC (Single row) 0.00;[Re7]0.00 Rmt Excess(+) Full Conversion INR

0.00;[Re19]0.00 Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge 0.00;[Re3]0.00 MT Excess(+) Full Conversion INR

0.00;[Re20]0.00 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.

0.00;[Re21]0.00 Weepholes 0.00;[Re19]0.00 Rmt Excess(+) Full Conversion INR

0.00;[Re22]0.00 ROAD APPURTENANCES 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 1701.2.2 and as per direction of EIC

0.00;[Re23]0.00 i.) 600mm equilateral triangle 0.00;[Re17]0.00 cum Excess(+) Full Conversion INR

0.00;[Re24]0.00 iv) 800mm x600mm rectangular ( For Place Indentification) 0.00;[Re5]0.00 cum Excess(+) Full Conversion INR

0.00;[Re25]0.00 Providing and erecting direction and place identification of semi reflective sign boards as per IRC-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 and as per direction of EIC 0.00;[Re3]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re26]0.00 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 as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge 0.00;[Re31]0.00 No Excess(+) Full Conversion INR

0.00;[Re27]0.00 Providing and fixing of typical CITIZEN INFORMATION 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 and as per direction of EIC 0.00;[Re31]0.00 No Excess(+) Full Conversion INR

0.00;[Re28]0.00 Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle) 0.00;[Re31]0.00 No Excess(+) Full Conversion INR

0.00;[Re29]0.00 Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.

0.00;[Re30]0.00 Fixing of Km. Stone 0.00;[Re3]0.00 No Excess(+) Full Conversion INR

0.00;[Re31]0.00 Fixing or 200m Stone 0.00;[Re15]0.00 No Excess(+) Full Conversion INR

0.00;[Re1]0.00 providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C 0.00;[Re3]0.00 No Excess(+) Full Conversion INR

0.00;[Re2]0.00 Maintenance

0.00;[Re3]0.00 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.

0.00;[Re4]0.00 1st year 0.99;[Re31]0.99 sqm Excess(+) Full Conversion INR

0.00;[Re5]0.00 2nd year 0.99;[Re20]0.99 sqm Excess(+) Full Conversion INR

0.00;[Re6]0.00 3rd year 0.00;[Re9]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re7]0.00 4th year 0.99;[Re26]0.99 sqm Excess(+) Full Conversion INR

0.00;[Re8]0.00 5th year 0.00;[Re14]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re9]0.00 Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.

0.00;[Re10]0.00 1st year 0.00;[Re6]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re11]0.00 2nd year 0.99;[Re7]0.99 sqm Excess(+) Full Conversion INR

0.00;[Re12]0.00 3rd year 0.99;[Re7]0.99 sqm Excess(+) Full Conversion INR

0.00;[Re13]0.00 4th year 0.00;[Re8]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re14]0.00 5th year 0.00;[Re10]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re15]0.00 Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.

0.00;[Re16]0.00 1st year 0.00;[Re9]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re17]0.00 2nd year 0.00;[Re11]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re18]0.00 3rd year 0.00;[Re12]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re19]0.00 4th year 0.00;[Re13]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re20]0.00 5th year 0.00;[Re16]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re21]0.00 Restoration of rain cuts with soil, 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 as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge

0.00;[Re22]0.00 1st year 0.00;[Re5]0.00 cum Excess(+) Full Conversion INR

0.00;[Re23]0.00 2nd year 0.00;[Re7]0.00 cum Excess(+) Full Conversion INR

0.00;[Re24]0.00 3rd year 0.00;[Re7]0.00 cum Excess(+) Full Conversion INR

0.00;[Re25]0.00 4th year 0.00;[Re8]0.00 cum Excess(+) Full Conversion INR

0.00;[Re26]0.00 5th year 0.00;[Re9]0.00 cum Excess(+) Full Conversion INR

0.00;[Re27]0.00 White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.

0.00;[Re28]0.00 1st year 0.00;[Re29]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re1]0.00 2nd year 0.00;[Re29]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re2]0.00 3rd year 0.00;[Re29]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re3]0.00 4th year 0.00;[Re29]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re4]0.00 5th year 0.00;[Re29]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re5]0.00 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MORD as per direction of the Engineer in charge.

0.00;[Re6]0.00 1st year 0.00;[Re3]0.00 km Excess(+) Full Conversion INR

0.00;[Re7]0.00 2nd year 0.00;[Re3]0.00 km Excess(+) Full Conversion INR

0.00;[Re8]0.00 3rd year 0.00;[Re3]0.00 km Excess(+) Full Conversion INR

0.00;[Re9]0.00 4th year 0.00;[Re3]0.00 km Excess(+) Full Conversion INR

0.00;[Re10]0.00 5th year 0.00;[Re3]0.00 km Excess(+) Full Conversion INR

0.00;[Re11]0.00 Maintenance of Hume pipe Culvert by way of Clearing, 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.

0.00;[Re12]0.00 1st year 0.00;[Re9]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re13]0.00 2nd year 0.00;[Re9]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re14]0.00 3rd year 0.00;[Re9]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re15]0.00 4th year 0.00;[Re9]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re16]0.00 5th year 0.00;[Re9]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re17]0.00 Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.

0.00;[Re18]0.00 1st year 0.00;[Re3]0.00 Km Excess(+) Full Conversion INR

0.00;[Re19]0.00 2nd year 0.00;[Re3]0.00 Km Excess(+) Full Conversion INR

0.00;[Re20]0.00 3rd year 0.00;[Re3]0.00 Km Excess(+) Full Conversion INR

0.00;[Re21]0.00 4th year 0.00;[Re3]0.00 Km Excess(+) Full Conversion INR

0.00;[Re22]0.00 5th year 0.00;[Re3]0.00 Km Excess(+) Full Conversion INR

0.00;[Re23]0.00 Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.

0.00;[Re24]0.00 1st year 0.00;[Re25]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re25]0.00 2nd year 0.00;[Re5]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re26]0.00 3rd year 0.00;[Re24]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re27]0.00 4th year 0.00;[Re21]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re28]0.00 5th year 0.00;[Re23]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re29]0.00 Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.

0.00;[Re30]0.00 1st year 0.00;[Re12]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re31]0.00 2nd year 0.00;[Re16]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re1]0.00 3rd year 0.00;[Re8]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re2]0.00 4th year 0.00;[Re11]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re3]0.00 5th year 0.00;[Re11]0.00 Nos. Excess(+) Full Conversion INR

0.00;[Re4]0.00 Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge

0.00;[Re5]0.00 1st year 0.00;[Re19]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re6]0.00 2nd year 0.00;[Re22]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re7]0.00 3rd year 0.00;[Re19]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re8]0.00 4th year 0.00;[Re19]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re9]0.00 5th year 0.00;[Re18]0.00 sqm Excess(+) Full Conversion INR

0.00;[Re10]0.00 Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge.

0.00;[Re11]0.00 1st year 0.00;[Re31]0.00 Rmt Excess(+) Full Conversion INR

0.00;[Re12]0.00 2nd year 0.00;[Re31]0.00 Rmt Excess(+) Full Conversion INR

0.00;[Re13]0.00 3rd year 0.00;[Re31]0.00 Rmt Excess(+) Full Conversion INR

0.00;[Re14]0.00 4th year 0.00;[Re31]0.00 Rmt Excess(+) Full Conversion INR

0.00;[Re15]0.00 5th year 0.00;[Re31]0.00 Rmt Excess(+) Full Conversion INR

Total in Figures

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