Construction of Danda Sahi to Bagalpur Dola Mandap via Nadikul Bhoi Sahi, Samal Sahi and Majhi Bhoi Sahi 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 Danda Sahi to Bagalpur Dola Mandap via Nadikul Bhoi Sahi, Samal Sahi & Majhi Bhoi Sahi 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 and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete. Sqm Excess(+) Full Conversion INR

0.00;[Re1]0.00 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 Cum Excess(+) Full Conversion INR

0.00;[Re2]0.00 Removing all types of Hume pipes & staking within a lead of 1000 Mtrs including earth work & dismantaling of Masonry works including T & P, shorting the dismantled material, disposal of unserviceable material & stacking the servicable material with all lifts & lead of 1000 Mtrs.

0.00;[Re3]0.00 Up to 600 mm dia. Rmt Excess(+) Full Conversion INR

0.00;[Re4]0.00 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications for Road & Bridges work (4th Revision).

0.00;[Re5]0.00 With mechanical lead upto 1000m Cum Excess(+) Full Conversion INR

0.00;[Re6]0.00 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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). Cum Excess(+) Full Conversion INR

0.00;[Re7]0.00 Construction of granular Sub base by providing close grade granular sub-base grading-III material as per table-100-1. spreading in uniform layers with motor grader om 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 clause 401 of MOSRT&H specifications for road and Bridges work. Cum Excess(+) Full Conversion INR

0.00;[Re8]0.00 Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) Cum Excess(+) Full Conversion INR

0.00;[Re9]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 and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge. Cum Excess(+) Full Conversion INR

0.00;[Re10]0.00 Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. Cum Excess(+) Full Conversion INR

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

0.00;[Re12]0.00 Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. Cum Excess(+) Full Conversion INR

0.00;[Re13]0.00 Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. Cum Excess(+) Full Conversion INR

0.00;[Re14]0.00 R.C.C work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying Cum Excess(+) Full Conversion INR

0.00;[Re15]0.00 R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & 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;[Re16]0.00 Superstructure Cum Excess(+) Full Conversion INR

0.00;[Re17]0.00 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Cum Excess(+) Full Conversion INR

0.00;[Re18]0.00 Construction of R.C.C. 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 vertical posts not to exceed 2000 mm as per drawing and technical specifications direction of Engineer in charge.

0.00;[Re19]0.00 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Qntl Excess(+) Full Conversion INR

0.00;[Re20]0.00 Providing and laying of Filter Media with Stone Crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2. of MORTH Specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size. Cum Excess(+) Full Conversion INR

0.00;[Re21]0.00 Providing laying R.C.C. Hume pipe NP3 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 irection of Engineer-in charge.

0.00;[Re22]0.00 600 mm dia Single row Rmt Excess(+) Full Conversion INR

0.00;[Re23]0.00 1000 mm dia Single row Rmt Excess(+) Full Conversion INR

0.00;[Re24]0.00 1000 mm dia Double row Rmt Excess(+) Full Conversion INR

0.00;[Re25]0.00 Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete. Rmt Excess(+) Full Conversion INR

0.00;[Re26]0.00 Providing and fixing of typical 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 . No Excess(+) Full Conversion INR

0.00;[Re27]0.00 Providing and fixing of typical MMSY Citizen sign board with logo as per specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1 No Excess(+) Full Conversion INR

0.00;[Re28]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 Clause 1701.2.2 of MoRD

0.00;[Re29]0.00 600mm equilateral triangle No Excess(+) Full Conversion INR

0.00;[Re30]0.00 600mm Circular No Excess(+) Full Conversion INR

0.00;[Re31]0.00 Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification.

0.00;[Re1]0.00 Fixing of Km. Stone No Excess(+) Full Conversion INR

0.00;[Re2]0.00 Fixing or 200m Stone No Excess(+) Full Conversion INR

0.00;[Re3]0.00 Guide Post (M-20) No Excess(+) Full Conversion INR

0.00;[Re4]0.00 Maintenance

0.00;[Re5]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;[Re6]0.00 1st year Cum Excess(+) Full Conversion INR

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

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

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

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

0.00;[Re11]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;[Re12]0.00 1st year Sqm Excess(+) Full Conversion INR

0.00;[Re13]0.00 2nd year Sqm Excess(+) Full Conversion INR

0.00;[Re14]0.00 3rd year Sqm Excess(+) Full Conversion INR

0.00;[Re15]0.00 4th year Sqm Excess(+) Full Conversion INR

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

0.00;[Re17]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;[Re18]0.00 1st year Sqm Excess(+) Full Conversion INR

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

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

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

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

0.00;[Re23]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;[Re24]0.00 1st year Sqm Excess(+) Full Conversion INR

0.00;[Re25]0.00 2nd year Sqm Excess(+) Full Conversion INR

0.00;[Re26]0.00 3rd year Sqm Excess(+) Full Conversion INR

0.00;[Re27]0.00 4th year Sqm Excess(+) Full Conversion INR

0.00;[Re28]0.00 5th year Sqm Excess(+) Full Conversion INR

0.00;[Re1]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;[Re2]0.00 1st year Nos. Excess(+) Full Conversion INR

0.00;[Re3]0.00 2nd year Nos. Excess(+) Full Conversion INR

0.00;[Re4]0.00 3rd year Nos. Excess(+) Full Conversion INR

0.00;[Re5]0.00 4th year Nos. Excess(+) Full Conversion INR

0.00;[Re6]0.00 5th year Nos. Excess(+) Full Conversion INR

0.00;[Re7]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;[Re8]0.00 1st year Km Excess(+) Full Conversion INR

0.00;[Re9]0.00 2nd year Km Excess(+) Full Conversion INR

0.00;[Re10]0.00 3rd year Km Excess(+) Full Conversion INR

0.00;[Re11]0.00 4th year Km Excess(+) Full Conversion INR

0.00;[Re12]0.00 5th year Km Excess(+) Full Conversion INR

0.00;[Re13]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;[Re14]0.00 1st year Nos. Excess(+) Full Conversion INR

0.00;[Re15]0.00 2nd year Nos. Excess(+) Full Conversion INR

0.00;[Re16]0.00 3rd year Nos. Excess(+) Full Conversion INR

0.00;[Re17]0.00 4th year Nos. Excess(+) Full Conversion INR

0.00;[Re18]0.00 5th year Nos. Excess(+) Full Conversion INR

0.00;[Re19]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;[Re20]0.00 1st year Nos. Excess(+) Full Conversion INR

0.00;[Re21]0.00 2nd year Nos. Excess(+) Full Conversion INR

0.00;[Re22]0.00 3rd year Nos. Excess(+) Full Conversion INR

0.00;[Re23]0.00 4th year Nos. Excess(+) Full Conversion INR

0.00;[Re24]0.00 5th year Nos. Excess(+) Full Conversion INR

0.00;[Re25]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;[Re26]0.00 1st year Sqm Excess(+) Full Conversion INR

0.00;[Re27]0.00 2nd year Sqm Excess(+) Full Conversion INR

0.00;[Re28]0.00 3rd year Sqm Excess(+) Full Conversion INR

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

0.00;[Re30]0.00 5th year Sqm Excess(+) Full Conversion INR

Total in Figures

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