Construction of Road from village Khull to Ringth including interior roads

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Tender Inviting Authority: Executive Engineer R&B Division D.H Pora

Name of Work: Construction of Road from village Khull to Ringth including interior roads Adv cost:- 29.117 Lacs = (contract price =24.675 + GST=4.442 Lacs

Contract No: NIT No: 36 of 2025-26/DH Pora/e-Tendering/ 3179-86 Dated:-18-10-2025.

Name of the Bidder/ Bidding Firm / Company :

Sl. No. z Item Code / Make Quantity Units Estimated Rate in Rs. P 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 TOTAL AMOUNT Without Taxes in Rs. P TOTAL AMOUNT Without GST TOTAL AMOUNT In Words

1 Engagement of JCB for site clearance removing debris , boulders etc as per direction of engineer in charge 6 Hr 932.203 Excess(+) Full Conversion INR

2 Earth work in bulk excavation by mechanical means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil 297.68 Cum 164.205 Excess(+) Full Conversion INR

3 supply and filling of RBM (River bed material ) graded including ramming, watering and spreading in uniform layers and consoldating each deposited layer with vibratary roller with all carraiges upto site of work complete. 19.11 Cum 805.085 Excess(+) Full Conversion INR

4 Supplying and stacking at site graded crushed stone aggregate, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber, applying and brooming 13.2 mm nominal size type A screening and binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) 56.95 Cum 2796.61 Excess(+) Full Conversion INR

5 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge 166.17 Cum 1653.403 Excess(+) Full Conversion INR

6 Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On W.B.M. /W.M.M. @ 0.4 Kg/sqm. 2215.55 Sqm 27.703 Excess(+) Full Conversion INR

7 Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum /Batch Type Hot Mix Plant 110.78 Cum 7531.642 Excess(+) Full Conversion INR

8 Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum /Batch Type Hot Mix Plant. 2215.55 sqm 256.959 Excess(+) Full Conversion INR

9 Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete 2215.55 Sqm 88.897 Excess(+) Full Conversion INR

10 Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications complete 121.4 Sqm 560.12 Excess(+) Full Conversion INR

12 Earth work in excavation of all kinds of soil by mechanical means in trenches for foundations (not exceeding 1.5 m in width) and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms all lifts including getting out excavated earth and disposal of surplus excavated earth as per directions of Engineer in charge 42.74 Cum 225.179 Excess(+) Full Conversion INR

13 Supply and filling of Nallah stones in wire crates hand packed tightly including spreading,binding of wire crates after stone filling including cost and carriage of wire crates and stones complete as per the directions of Engineer In Charge mesh of wire crates 100X 100mm and wire of dia 4mm G.I 89.55 Cum 2203.39 Excess(+) Full Conversion INR

14 Supply and filling of RBM (River bed material) as backfilling including spreading, ramming, watering and and consoldation with all carraiges upto site of work complete. 35.11 Cum 762.712 Excess(+) Full Conversion INR

Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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