WIDENING AND STRENGTHENING OF BANSI NANDAUR KHALILABAD (S.H.-88) CH. 17.000 TO 28.870 (TWO LANE WITH PAVED SHOULDER) ROAD

Amount

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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 and lead upto 1000m. Complete all as per MORTH Sr. No. 3.06 & Technical Specification Clause 301

Construction of Embankment with Material Deposited from Roadway Cutting . Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Complete all as per MORTH Sr. No. 3.017 & Technical Specification Clause 305

Construction of Embankment with Material obtained from Borrowpits 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. Complete all as per MORTH Sr. No. 3.16 & Technical Specification Clause 305

Construction of Granular Sub-Base by providing Closed graded material, from approved quarry spreading in uniform layer with motor grader on prepaired surface mixing by mix in place method with fron in loader at OMC, and compacting with vibratory roller to achieve the desired density. Complete all as per MORTH Sr. No. 4.01 & Technical Specification Clause 401 for grading1 material.

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. Complete all as per MORTH Sr. No. 4.14 & Technical Specification Clause 406 for grading1 material.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC with 1% cement opc & 3.5% emulsion in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete all as per MORTH Sr. No. 4.14 & Technical Specification Clause 406 for grading1 material.

Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.25 kg per sqm. on the prepared bituminous/ granular surface cleaned with mechanical broom. including all type of labour, T&P etc complete for proper completion of the work.

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. Complete all as per MORTH Sr. No. 5.04 & Technical Specification Clause 505 for grading2 material.

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. Complete all as per MORTH Sr. No. 5.05 & Technical Specification Clause 507 for grading2 material.

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. Complete all as per MORTH Sr. No. 3.16 & Technical Specification Clause 305

Construction of Deep drain of Size 350x450mm Drain 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 , backfilling the excavation earth to the extent required and utilising the remaining earth locally for road road with approved material. As per MoRT&H Spec. Sr. No. 3.13 clause 304

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.Complete all as per MORTH Sr. No. 12.04 & Technical Specification Clause 2100

Furnishing and Placing Reinforced/ Prestressed cement concrete of grade-M-25 using batching plant transit mixer & Concrete pumpComplete all as per MORTH Sr. No. 12.08 (E)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.Complete all as per MORTH Sr. No. 14.02 & Technical Specification Clause 1600

Bridge Work Dismentling brick work or stone work in lime or cement mortar and including stacking materials as directed by Engineer in charge with in a distance of 60 meters(200feet) PWD-692of Old Culvet

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. Complete all as per MORTH Sr. No. 12.01 & Technical Specification Clause 304

Plain/Reinforced Cement Concrete of M-15 grade in Open Foundation complete as per Drawing and Technical Specifications.Complete all as per MORTH Sr. No. 12.08 & Technical Specification Clause 1500,1700 &2100

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete including Pointing and Plastering, as per Drawing and Technical Specifications. Complete all as per MORTH Sr. No. 12.05 & Technical Specification Clause 1300

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Complete all as per MORTH Sr. No. 12.40 & Technical Specification Clause 1600

Providing weep holes in Brick Masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC Pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force complete as per drawing and Technical Specification.

Supplying, fitting and placing HYSD bar reinforcement in super-structure/sub structure complete as per drawing and technical specifications.Complete all as per MORTH Sr. No. 13.07 & Technical Specification Clause 1600&2200

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Complete all as per MORTH Sr. No. 16.05 & Technical Specification Clause 2504

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Complete all as per MORTH Sr. No. 16.04 & Technical Specification Clause 2504

Diversion Earth work in cutting in embankment in ordinary soil (Loam,Clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers, including the ramming & dressing the surface to required levels.

Brick on eadge Soling with first class brick including cost of brick all labur T&P etc. complete as per direction of E/I SI No 762 b

05 Year Maintenance- 1st Year maintenance charge @ 0.00% including labour cess.(GST shall be paid extra).

2nd Year maintenance charge @ 0.25% including labour cess.(GST shall be paid extra).

3rd Year maintenance charge @ 0.50% including labour cess.(GST shall be paid extra).

4rth Year maintenance charge @ 0.75% including labour cess.(GST shall be paid extra).

5th Year maintenance charge @ 1.00% including labour cess.(GST shall be paid extra).

MAA Aadi Shakti Infrabuild India Pvt. Ltd. (BID ID -5066997)