Widening of existing Culvert and Construction of new culvert on NH-09(Old NH-125) from Km- 121.700 to 129.450 (Champawat Aabadi Portion), Km 136.320 to km 142.00 (Lohaghat Aabadi Portion), Km 197.150 to km 202.00 (Pithoragarh Aabadi Portion), in the

Amount

Construction of 1.50x1.50 mtr RCC Box type culvert , including Toe wall, catchpit and wing walls all complete as per attahed drawing and Technical specifications.

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

Extension of 1.00 mtr Span RCC Slab Culvert including catchpit and wing walls as per drawing and technical specifications.

Champawat aabadi

Lohaghat aabadi

Providing and Furnishing RCC Crash Barrier on the Edges of Deckslab of Existing RCC Bridges (without footpath). Replacing existing Steel Railing to RCC Crash barrier as per Drawing and Technical Specifications (specified on IRC:5:2015 & Ministry's Letter no RW/NH-36098/17/2022-S&R(B) Dated 02.01.2023)

Champawat aabadi

Lohaghat aabadi

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 .For Grading III Material

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates ofspecific sizes towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(By Manual Means)

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared nonbituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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.) for GradingII (19 mm nominal size)

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects) for Grading-II (bituminous binder @ 5.4 % of mix)

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

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.)

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

Road studsMedian Markers: Supply and fixing of Median markers made of tough high impact resistance injection moulded thermoplastic body having isosceles trapezoidal shape with dimensions not less than 120 mm X 100 mm X 100 mm and thickness not less than 18 mm. The marker must have fluoroscent yellow colour Type XI retroreflective sheeting (with a warranty of 10 years by the original sheeting manufacturer) fixed on both sides with size not less than 85 mm X 85 mm fixed with epoxy adhesive and grouting to the surface complete in all respect as per IRC accreditation and the direction of Engineer in Charge.

Champawat aabadi

Lohaghat Aabadi

Pithoragarh Aabadi

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary rock Manual Means upto 3 m depth.

Pithoragarh Aabadi

Pcc grade M10 nominal mix 1:3:6

Pithoragarh Aabadi

12-8 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications12-8-A PCC Grade M15

Pithoragarh Aabadi

15.11 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC M20

Pithoragarh Aabadi

11.18 Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded work) (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately)

Pithoragarh Aabadi

Type - B, Thrie metal Crash barrier

Pithoragarh Aabadi

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

Pithoragarh Aabadi

providing and laying of interlocking concrete block pavements of M40 grade having thickness 80 mm as per drawing and technical specification clause 1504

Pithoragarh Aabadi

05ABIFS9532LIZO (BID ID -3243968)