Widening and strengthening work of Motigarpur-Dostpur Road (Other District Road) from Chainage 0.000 to 16.200 Km

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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

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.

Construction of granular sub-base by providing coarse graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Dismantling of flexible Pavements and disposal of dismantled materials up to a lead of 1000 m., stacking serviceable and unserviceable materials separately. As Per SOR (Shc. No.-772)

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. complete as per clause 406

Providing and applying primer coat with 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.

Providing and laying Dense graded Bituminous Macadam 60 mm Thick 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 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. 507 complete in all respects.

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 Primed surface/bitumen surface cleaned with mechanical broom.S.I. 503 for B.C.

Providing and laying Bituminous Concrete 30 mm thick with 100-120 TPH batch type H.M.P. producing and average output of 75 tonne per hour using crushed aggregates of specified grading premix with bituminous binder grade VG-30 @ 5.4 percent 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 compection as per MORTH specification clause 508 complete in all respects .

Construction of sub-grade and earthen shoulders 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 No. 300-2.

Construction / Widening of Hume Pipe culverts Earth work in excavation by mechanical means (Hydraulic excavator)/ Manual means over areas (excedding 30 cm in depth, 1.5 M in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and to lift upto 1.5 m, as directed by engineer in charge as per DAR 2.6.1

Supply of 1000 mm dia NP3 pipe as per MORTH

Supply of 350 mm dia NP3 pipe as per MORTH

Laying & fixing of 1000 mm dia NP-3 pipe with collers As per SOR

Laying & fixing of 350 mm dia NP-3 pipe with collers As per SOR

Class 150 brick work in foundation and plinth with cement mortar 1:4 (1Cement :4 Coarse sand) As per DAR 6.1.1

Struck Cement Pointing on Brick work with cement mortar 1:2 (1 Cement : 2 Fine sand) As per DAR 13.32.1

Construction of Three Cell 3M X 3M RCC Box Culvert Dismentalling brick work or stone work in lime or cement mortar and including stacking of material as directed by E/I within a distance of 60 meter (200Feet) as per S.I. No. 692

For Dewatering during Construction by 10 HP Dewatering pump.

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. As per MoRT&H Specification. S.I. No.-12.1 & Clause 304

Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-25)

Plain/reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-25)

Provinding and laying boulders on river bed for protection against scour with sone boulders weighing not less than 40 kg each complete as per drawing and technical specifications.

Construction of U-Type Drain Earth in excavation in trenches for foudation in ordinary soil including lift upto 1.5 m lead upto 50 m. and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in-charge within a distace of 50m. As per MoRTH Specification-301

Providing and laying in cement concrete 1:4:8 (1cement:4 fine sand:8graded stone ballast 40 mm nominal size) and curing complete including supply all materials, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-2100

Providing and laying 20 mm gauge approved stone in M25 Concrete by laid over base concrete including supply all materials, curing, labour and T&P etc. required for proper completion of the work. As per MoRTH Specification-1500

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications.As per MoRTH Specification-1600

(1) Rate to be quoted without G.S.T. & G.S.T. Shall be Paid extra as per Prevailing rules.