Construction of Balarampur (Nuasahi UP School) to Kujanga College 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 Balarampur (Nuasahi UP School) to Kujanga College 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 road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means 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 Specification Clause 201 but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

0.00;[Re1]0.00 Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specifications for Road & Bridge works (4th revision) but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.. Cum Excess(+) Full Conversion INR

0.00;[Re2]0.00 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m Cum Excess(+) Full Conversion INR

0.00;[Re3]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;[Re4]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;[Re5]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;[Re6]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, 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. Cum Excess(+) Full Conversion INR

0.00;[Re7]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;[Re8]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;[Re9]0.00 Cement Concrete of proportion (1:3:6) in foundation and floors by using 4cm. Size black hard (crusher broken ) granite stone metal of approved quality and from approved quarry including lowering laying concrete watering and curing etc complete to required levels laid in layers not exceeding 6" thick including cost , conveyance royalities and taxes of all materials and T & P required for the work but excluding the charges of GST etc complete as directed by Engineer-in-Charge. Cum Excess(+) Full Conversion INR

0.00;[Re10]0.00 Providing and laying reinforced cement concrete pipe NP3 for culverts 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 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.

0.00;[Re11]0.00 600 mm dia Single row Rmt Excess(+) Full Conversion INR

0.00;[Re12]0.00 Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge. Qntl Excess(+) Full Conversion INR

0.00;[Re13]0.00 PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.

0.00;[Re14]0.00 Foundation Cum Excess(+) Full Conversion INR

0.00;[Re15]0.00 Sub-Structure Cum Excess(+) Full Conversion INR

0.00;[Re16]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;[Re17]0.00 Superstructure Cum Excess(+) Full Conversion INR

0.00;[Re18]0.00 R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete but excluding the charges of GST in all respect as per the specification and direction of Engineer-in-charge. Cum Excess(+) Full Conversion INR

0.00;[Re19]0.00 Providing and laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge. Cum Excess(+) Full Conversion INR

0.00;[Re20]0.00 Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying cinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required. Cum Excess(+) Full Conversion INR

0.00;[Re21]0.00 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 technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge. Rmt Excess(+) Full Conversion INR

0.00;[Re22]0.00 Reinforced cement concrete M15 grade Kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge.

0.00;[Re23]0.00 Fixing of Km. Stone Nos Excess(+) Full Conversion INR

0.00;[Re24]0.00 200 mm Stone (Precast) Nos Excess(+) Full Conversion INR

0.00;[Re25]0.00 Guide Post (M-20) Nos Excess(+) Full Conversion INR

0.00;[Re26]0.00 Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956-09type-III and IV strictly conforming to clause 6.7of IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Aluminium Composite Panel) used for sign boards with a thermo plastic core of blow density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel square post 80mmx80mmx3mm, 2nos and 5nos horizontal and 3no vertical extra supporting member of M.S pipe of size 50mmx50mmx3mm firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete 90cmx90cmx15cm, 150cm below ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curingetc. complete,under supervision of Engineer-In-Charge.Size-12'X8'(3657mm x 2438mm Rectangle)

0.00;[Re27]0.00 Information signs Nos Excess(+) Full Conversion INR

0.00;[Re28]0.00 Providing and fixing of typical Citizen sign board with logo as per MORD 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 Nos. Excess(+) Full Conversion INR

0.00;[Re29]0.00 Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 etc complete including cost conveyance etc required as per specification but excluding the charges of GST & direction of Engineer-in-Charge.

0.00;[Re30]0.00 600mm equilateral triangle Nos. Excess(+) Full Conversion INR

0.00;[Re31]0.00 600mm Circular Nos. Excess(+) Full Conversion INR

0.00;[Re1]0.00 Maintenance

0.00;[Re2]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;[Re3]0.00 1st year Cum Excess(+) Full Conversion INR

0.00;[Re4]0.00 2nd year Cum Excess(+) Full Conversion INR

0.00;[Re5]0.00 3rd year Cum Excess(+) Full Conversion INR

0.00;[Re6]0.00 4th year Cum Excess(+) Full Conversion INR

0.00;[Re7]0.00 5th year Cum Excess(+) Full Conversion INR

0.00;[Re8]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;[Re9]0.00 1st year Sqm Excess(+) Full Conversion INR

0.00;[Re10]0.00 2nd year Sqm Excess(+) Full Conversion INR

0.00;[Re11]0.00 3rd year Sqm Excess(+) Full Conversion INR

0.00;[Re12]0.00 4th year Sqm Excess(+) Full Conversion INR

0.00;[Re13]0.00 5th year Sqm Excess(+) Full Conversion INR

0.00;[Re14]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;[Re15]0.00 1st year Sqm Excess(+) Full Conversion INR

0.00;[Re16]0.00 2nd year Sqm Excess(+) Full Conversion INR

0.00;[Re17]0.00 3rd year Sqm Excess(+) Full Conversion INR

0.00;[Re18]0.00 4th year Sqm Excess(+) Full Conversion INR

0.00;[Re19]0.00 5th year Sqm Excess(+) Full Conversion INR

0.00;[Re20]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;[Re21]0.00 1st year Nos. Excess(+) Full Conversion INR

0.00;[Re22]0.00 2nd year Nos. Excess(+) Full Conversion INR

0.00;[Re23]0.00 3rd year Nos. Excess(+) Full Conversion INR

0.00;[Re24]0.00 4th year Nos. Excess(+) Full Conversion INR

0.00;[Re25]0.00 5th year Nos. Excess(+) Full Conversion INR

0.00;[Re26]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;[Re27]0.00 1st year Km Excess(+) Full Conversion INR

0.00;[Re28]0.00 2nd year Km Excess(+) Full Conversion INR

0.00;[Re1]0.00 3rd year Km Excess(+) Full Conversion INR

0.00;[Re2]0.00 4th year Km Excess(+) Full Conversion INR

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

0.00;[Re4]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;[Re5]0.00 1st year Nos. Excess(+) Full Conversion INR

0.00;[Re6]0.00 2nd year Nos. Excess(+) Full Conversion INR

0.00;[Re7]0.00 3rd year Nos. Excess(+) Full Conversion INR

0.00;[Re8]0.00 4th year Nos. Excess(+) Full Conversion INR

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

0.00;[Re10]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;[Re11]0.00 1st year Nos. Excess(+) Full Conversion INR

0.00;[Re12]0.00 2nd year Nos. Excess(+) Full Conversion INR

0.00;[Re13]0.00 3rd year Nos. Excess(+) Full Conversion INR

0.00;[Re14]0.00 4th year Nos. Excess(+) Full Conversion INR

0.00;[Re15]0.00 5th year Nos. Excess(+) Full Conversion INR

0.00;[Re16]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;[Re17]0.00 1st year Sqm Excess(+) Full Conversion INR

0.00;[Re18]0.00 2nd year Sqm Excess(+) Full Conversion INR

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

0.00;[Re20]0.00 4th year Sqm Excess(+) Full Conversion INR

0.00;[Re21]0.00 5th year Sqm Excess(+) Full Conversion INR

Total in Figures

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