Widening and strengthening work from Chainage 0.000 to 172.200 km of Surapur-Dostpur Road (Other District Road)

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

Scraping of old painted surface including disposal of all scraped materials to distance of 30 M. (100ft) as directed by Engineer-in-charge.As Per SOR Ch-17 (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 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 MoRT&H specification clause No. 505 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 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

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

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 of Subgrade and Earthen Shoulders 3 Km Distance.(Cartage Earth For CC Portion)

Construction 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

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 DAR 4.1.8

Providing and laying 40 mm gauge brick ballast below pipe and in sides.as per PWD spec. no 1.2

Supply of 1000 mm dia NP3 pipe as per MORTH

Supply of 900 mm dia NP3 pipe as per MORTH

Supply of 600 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 900 mm dia NP-3 pipe with collers As per SOR

Laying & fixing of 600 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

12mm cement plaster in 1:4 cement & coarse sand mortar. As per DAR 13.4.1

Construction of RCC Box Culvert (Triple Cell 3M X 3M, Single Cell 3M X 3M-2No., Double Cell 2M X 2M) 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

Dismentalling reinforced cement concrete or reinforced bric kwork including stacking of material as directed by E/I within a distance of 60 meter (200Feet) as per S.I. No. 694

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-15) A-40

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-15) A-20

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 open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-30)

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-30)

Providing concrete for plain/reinforced concrete complete in super structure as per drawing and technical specification. As per MoRT&H S.I. No.-14.1 (B) & Clause 1500,1600 & 1700 (M-30)

Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600

Supplying, fitting & placing HYSD bar reinforcement in sub structure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-13.6 & Clause 1600 & 2200

Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-14.2 & Clause 1600

Providing and Laying cement concrete wearing coat M-35 Grade including reinforcement complete as per drawing and technical specification.

Providing and laying Flooring complete as per drawing and Technical Specification laid over Cement Concrete Bedding.Rubble stone laid in cement mortar 1:3.Assume Rubble stone Flooring thickness 300mm and cement concrete bedding thickness 100mm

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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing and laying of Filter media with granular material/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing Weapholes in brick masonry/ stone masonry ,plain/ Reinforced abutment, wing wall , returning wall with 100 mm dia PVC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 614,709,1204.3.7

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

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

The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 1st Year maintenance cost @ 0.00% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024

The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 2nd Year maintenance cost @ 0.25% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024

The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 3rd Year maintenance cost @ 0.50% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024

The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 4th Year maintenance cost @ 0.75% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024

The routine maintenance of above road work including embankment, patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T & P labour but excluding GST) for 5th Year maintenance cost @ 1.00% of Tendered cost of Construction as per circular No.-3689 C-OPRMC/Mool/2023-24 Dt 17.02.2024

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

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