Rectification works and Maintenance work at risk and cost of 6 laning from Saharanpur bypass to Ganeshpur section of Delhi Dehradun Economical Corridor in the state of UP and UK Pkg 2

Name of Work: Rectification works and Maintenance work at risk & cost of Contractor in project “Six laning along with full access control provisions in stretches from Saharanpur bypass to Ganeshpur section of Delhi-Dehradun Economical Corridor in the state of Uttar Pradesh and Uttarakhand (Design Chainage 13.890 to 41.820, Length–27.930) on EPC mode under Bharatmala Pariyojana Phase – 1 (Package-2)”.

Sr. No. Item Unit Rate per Unit (₹) Qty Amount (₹)

1 Scarifying Existing bituminous Surface to a depth of 50mm by mechanical means using hydraulic excavator Sqm 300.5 57500 1,72,78,750

2 Scarifying Existing dense bituminous macadam to a depth of 110 mm by manual means using hydraulic excavator Sqm 300.5 23000 69,11,500

3 Scarifying Existing granular material to a depth by manual means using hydraulic excavator Sqm 72.5 23000 16,67,500

4 Wet Mix Macadam laying Wet Mix Macadam laying Using Mechanical Paver (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) Cum 2,530.12 5,750.00 1,45,48,190

5 Prime coat Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Sqm 45.2 23,000.00 10,39,600

6 Dense Graded Bituminous Macadam Grading-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates ofspecified grading, premixed with bituminous binder @ 4.5 per cent 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 MoRTH specification clause No. 505 complete in all respects.) Cum 10,813.15 2,530.00 2,73,57,270

7 Tack Coat 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.) Sqm 13.47 57,500.00 7,74,525

8 Bituminous Concrete Grading -II (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 per cent 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 MORTH specification clause No. 507 complete in all respects) Cum 12,507.01 2,875.00 3,59,57,654

9 Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including Type 1 beads (Refer MoRTH Specification Clause803.4.2) which are a constituent of the basic thermoplastic compound vide Table 800-9 (MORTH Specification) and Type 2 beads are those which are to be sprayed on the surface vide Clause 803.6.4 (MoRTH Specification). The glass beads shall have a minimum reflectivity index of 1.5. The glass bead shall be@ 250gm/sqm. The thermoplastic road marking material thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. Pavement Marking Performance such as Day/Night visibility, Dry/Wet visibility and skid resistance shall be confirming to clause 15.5 of IRC 35. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-incharge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). Recommended Use of specialized Road Marking Primer, based on surface conditions. Sqm 568 2,000.00 11,36,000

10 Providing and fixing of Reflective Pavement Markers (RRPM), i.e. road studs shall be prismatic retro-reflective type conforming to ASTM D-4280. The Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS). The marker height shall not be less than 10mm and shall not exceed 20mm and its width shall not exceed 130mm. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D 788 or equivalent. The optical performance of road studs shall be confirming to clause 804.4 of MORTH specifications. No. 225.33 1,668.00 3,75,850

11 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes Cum 120 3360 4,03,200

12 Core cutting and cavity filling of distressed RE Wall (excluding sand, water, concrete) Nos 2300 200 4,60,000

13 Supply and application of 75 mm perforated pipe including textile and binding wire. All inclusive Rmt 1,500.00 350 5,25,000

14 Micro surfacing including machine and materials Sqm 175 11500 20,12,500

15 Identified distressed panel joint filling with Mod bond concrete and geo textile Per Panel 350 300 1,05,000

16 Replacement of damaged THRIE" Metal Beam Crash Barrier Mtr 6,878.00 1,398.40 96,18,195.20

17 Pavement Marking Sqm 572 4,275.50 24,45,586.00

18 Highway Lighting Maintenance NOS 836 1,137.00 9,50,532.00

19 Maintenance of drain and replacement of drain cover Mtr 3,500.00 484.1 16,94,350.00

20 Drain Cleaning Mtr 110 48,410.00 53,25,100.00

21 Minor Repair of Crash barrier Mtr 346 1,098.00 3,79,908.00

22 Replacement of damaged signages made of Class C type XI retro reflective sheeting NOS

23 (i) 20 cm equilateral triangle NOS 4,985.00 28 1,39,580.00

25 ANTIGLARE NOS 800 200 1,60,000.00

26 TOLL PLAZA BOOTH NOS 15,000.00 26 3,90,000.00

27 KERB PAINTING Sqm 88 3,759.00 3,30,792.00

28 KERB REPAIR (Minor) Mtr 238 3,007.00 7,15,666.00

29 FOB Maintenance NOS 4,00,000.00 0.6 2,40,000.00

30 Routine Maintenance for SR only cleaning km 10,000.00 432 43,20,000.00

31 Routine Maintenance for Bypass Km 20,000.00 14.4 2,88,000.00

32 Repair of Pot hole Sqm 399 140 55,860.00

33 Toe wall construct up to 1m above ground without reinforcement Mtr 10,000.00 200 20,00,000.00

Total Financial Implication (excluding GST) 13,97,06,180.20

Option % In figure % In words

Percentage below on Estimated Cost put to Tender

Percentage above on Estimated Cost put to Tender

At par of estimated cost put to Tender