W/S of Lakhimpur- Devkali Aliganj Road (ODR) Ch. 0.000 to 25.600

Amount

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts. For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Construction of embankment 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. For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Providing, laying and spreading of graded stone aggregate to wet mix macadam after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5% emulsion in uniform single layer on sub base/sub grade and compacting with the road roller to achieve the desired density.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. By Cartage earth 1.00 Km. Distance For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom .For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

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 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.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

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.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Dismantling of existing structures,like culverts,bridges,retaining wall and other structure comprising of brick masonary,including unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. for RCC Culvert.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

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.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Providing and laying M 20 reinforced cement concrete in superstructure as per drawing and technical specifications section 1500, 1600,& 1700 of MORT&H Specification.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Brick Masonry Work in Cement Mortar 1:3 in Substructure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Providing weepholes in wing wall return wall with 100 mm dia A C pipe extending throught full width of the structures with slope of 1 (v) : 20 (H) towards drainage face complete as per specification.For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Providing and laying 1000 mm dia NP-3 Hume Pipe Culvert pipe for culverts on first class bedding of granular material in single row including fixing coller with cement mortor 1:2 but excluding excavation,protection works, backfilling cocrete and massonary works in head walls for widening of HP culvert. For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Pointing with Cement Mortar (1:3) 15mm. Thick on brick work in superstructure as per technical specification. For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Back filling of granular material (40 mm O.B.B.) behind abutment wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. For PD Chainage 0.000 to 12.000

For CD-3 Chainage 12.000 to 25.600

Boring with 100 mm. dia casing pipe including lowering & extraction of assembly, loading, unloading and cartage etc. ( hire charges only). For PD Chainage 0.000 to 12.000.

For CD-3 Chainage 12.000 to 25.600

Dewatering of water if necessary at the time of excavation, concreting, massonary work upto sub soil water level including hire charges of 5HP Pump. For PD Chainage 0.000 to 12.000.

For CD-3 Chainage 12.000 to 25.600.

Shri Krishna And Company

M/S RAJ CONSTRUCTION

SHAKUNTALA SINGH

RAJEEV KUMAR CONTRACTOR PVT LTD

M/s PBC Infrastructure India Private Limited

M/S SOBTI INFRATECH LIMITED

Blacklead Infratech Private Limited

M/s Vishal Construction

M/S CHAUDHARY ASSOCIATES

SIDDHARTH CONSTRUCTION

M/s Raj Laxmi Enterprises

M/s PSP Construction