Widening and strengthening work of Shivrampur to B.O.P. Road (ODR) in Chitrakoot district

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (In area of non-thorny jungle)SOR Chap. 2 Sr. no. 2.2 1(a)

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. Sr no 3.6 morth specification 301

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. (For Compaction) .Sr no 3.17 morth specification 305

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. (Carted Earth). Sr no 3.16 morth specification 305

Construction of Subgrade 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 300-2.(carted Earth). Sr no 3.18 morth specification 305

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete. Sr no 4.01 morth specification 401

Scarifying the existing bitumous surface to a depth of 50mm by mechanical means SOR Chap. No. 3 Item No. 3.1

Providing , laying and spreading of graded stone aggregate (WMM) after mixing 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 the wibratory roller to achieve the desire density..Sr no 4.1 morth specification 406

Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. Sr no 5.01 morth specification 502(I)

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 bituminous/ granular surface cleaned with mechanical broom. (between DBM-Grade-II and Grade-I and before bitumenus concrete). Sr no 5.02 morth specification 503(I)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. Sr no 5.04 morth specification 505 (Gr-1)

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. Sr no 5.04 morth specification 505 (Gr-II)

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. Sr no 5.05 morth specification 507.

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blend. Sr no 6.1 morth specification 601)

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. Sr no 6 morth specification 602

Construction of Subgrade 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 300-2. Carted earth (For Shoulder). Sr no 3.18 morth specification 305

Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.50 m and lead up to 30 m including filling watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth as directed by the Engineer-in-charge as per SOR S.I. No. 251.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. SOR SI No SI No 255

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8 : 4 : 1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. SOR S.I. No. 273.

Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.SOR (Chapter- 8 (Add item-a)

Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. SOR SI No- 279(a)

Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work SOR SI No 577

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Pcc grade M 15 using batching plant (manual placing) Sr No 12.8 Morth Specfi.1500,1700 and 2100 (aii)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Grade M20 using batching plant transit mixer & manual placing Sr No 12.8 Morth Specfi.1500,1700 and 2100 (Case-ii)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M25, Morth Specfi.14.01B (II)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Morth Specfi.14.01C

HYSD Bar of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured. SI no 12.42 Morth Specif. 1600

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing SI No 13.08 morth Specifi-2706 and 2200

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification SOR Sr No- 12.10 Clause-1204.3.8 (Filter media)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and technical specification. SI No 16 Morth Spef. 2503

Providing and laying reinforced cement concrete 600 mm pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing laying and jointing of 350 mm dia NP-3, Hume Pipe with spigot socket joint.

Maintenance cost for 1nd year @ 0.00%

Maintenance cost for 2nd year @ 0.25%

Maintenance cost for 3rd year @ 0.50%

Maintenance cost for 4th year @ 0.75%

Maintenance cost for 5th year @ 1.00%