IRQP Work of Shahpur-Garhwa via Budhiveer Tildag Road

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Tender Inviting Authority:- Executive Engineer, Road Construction Department, Road Division, Daltonganj

Name of Work:- IRQP Work of Shahpur-Garhwa via Budhiveer Tildag Road (Total Length-27.80 Km) for the year 2025-26

e-Tender Ref No:- 9/RCD/Daltonganj/2025-26/1032

Sl. No. Item Description Bidder Should quote itemwise rate excluding GST and Labour Cess. For 18% GST of item no 16 bidder should quote fixed rate as 0.18 and for 1% Labour Cess of item no 17 bidder should quote fixed rate as 0.01 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 TOTAL AMOUNT Without Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

1 Clearing and Grubbing road land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. By Manual means:- In area of light jungle BI01010001010000000000000515BI0100001114 4.17 Hectare 88499.5 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos

2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects with VG-30 Bulk Bitumen. BI01010001010000000000000515BI0100001115 6674.53 m3 9483.94 Excess(+) Full Conversion INR 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

3 Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. BI01010001010000000000000515BI0100001116 266981 m2 13.23 Excess(+) Full Conversion INR

4 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects with VG-30 Bulk Bitumen. BI01010001010000000000000515BI0100001117 4004.72 m3 10797.33 Excess(+) Full Conversion INR

5 Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified . Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length ) BI01010001010000000000000515BI0100001118 95.6 M 4794.65 Excess(+) Full Conversion INR

6 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. BI01010001010000000000000515BI0100001119 661.77 m2 80.4 Excess(+) Full Conversion INR

7 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) BI01010001010000000000000515BI0100001120 445.2 m2 70.3 Excess(+) Full Conversion INR

8 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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.) BI01010001010000000000000515BI0100001121 8423.4 m2 584.3 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos

9 Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.) BI01010001010000000000000515BI0100001122 6178 Nos 251.3 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos

10 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. BI01010001010000000000000515BI0100001123 7506 m3 129.9 Excess(+) Full Conversion INR 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 60 cm equilateral triangle BI01010001010000000000000515BI0100001124 62 Nos 4110.1 Excess(+) Full Conversion INR

12 60 cm circular BI01010001010000000000000515BI0100001125 48 Nos 5449.1 Excess(+) Full Conversion INR

13 80 cm x 60 cm rectangular BI01010001010000000000000515BI0100001126 52 Nos 7526 Excess(+) Full Conversion INR

14 60 cm x 50 cm rectangular BI01010001010000000000000515BI0100001127 380 Nos 5628.3 Excess(+) Full Conversion INR 2 Construction of chamber for 100mm sluices valve item3 10 Nos

15 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) BI01010001010000000000000515BI0100001128 1000 M 3322.9 Excess(+) Full Conversion INR 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

16 Add 18 % GST (in Basic Rate must fill 18) BI01010001010000000000000515BI0100001129 100 L.S. Excess(+) Full Conversion INR

17 Add 1% Labour Cess (in Basic Rate must fill 1) BI01010001010000000000000515BI0100001130 1 percentage Excess(+) Full Conversion INR

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

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