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6.45 Lakhs Sr. No. SOR No. Description of Item Unit Quantity Rate (Rs.) Amount (Rs.) In Words Amount (Rs.) In Figure S O R 5 .4 5.4 Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. a) Using Batch Mix Plant of appropriate capacity and Paver finisher Hydraustatic with Sensor. (ii) for Grading-II (19 mm nominal size) bitumen content 3.5% Cum 8.75 5071.00 44371.00 2 S O R 4 .8 4.8 Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper SECTION-4 (Road -1) (Tender no. 5 Part -A) BILL OF QUANTITIES ( BOQ) Name of Work :- B. T. Renewal of N.H. 12 BORAS CHOURAHA To KASBA UDAIPURA Approach Road at Udaipura Town Portion (Total Length=0.50km width 1 x7.00 m) Probable Amount of Contract : (Rs.In Figure) :- 1 S O R 4 .8 grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification. i) Grading- I (63 to 45mm) (a) Using Screening Type-A (11.2mm Agg.) Cum 0.00 1071.00 0.00 (ii) Grading- II (53 to 11.2mm) (a) Using Screening Type-B (11.2mm Agg.) Cum 0.00 1134.00 0.00 S O R 5 .2 5.2 Providing and applying tack coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (iii) @ 0.35 kg per sqm (Non-bituminous surfaces) cement concrete pavement. Sqm 3500.00 15.00 52500.00 (iv) @ 0.40 kg per sqm (Non-bituminous surfaces) granular base not primed. Sqm 0.00 18.00 0.00 (ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) Sqm 0.00 14.00 0.00 3 PAGE No.- Sr. No. SOR No. Description of Item Unit Quantity Rate (Rs.) Amount (Rs.) In Words Amount (Rs.) In Figure S O R 5 .9 ( A ) 5.9 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes /hour.) Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade itumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8- 10 tonne capacity & finishing to required level and grade all complete as per clause 508 of specifications. a) with 60/70 butumen (VG-30) Sqm 3500.00 148.00 518000.00 4.13 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. B Hard Shoulders (CBR value >12) MT 165.00 181.0 29865.00 644736.00 6.45Say Rs. (Lacs) 4 5 S O R 5 .1 Total 5.61 Lakhs Sr. No. SOR No. Description of Item Unit Quantity Rate (Rs.) Amount (Rs.) In Words Amount (Rs.) In Figure S O R 5 .4 5.4 Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per claus

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