Widening and Strengthening of Garhghat Bridge to Bhikanpur Alai Niyamatpur road (ODR) from km 2 to 7 (700) and from 10 to 13

Amount

Construction of Embankment and earthen shoulders with approved material obtained from borrow pits (road side) with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Ref.M 305 ,table No. 300-2 as per MoRTH Specification SI No.3.16 (305)

Construction of Subgrade 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 Ref.M 305 ,table No. 300-2 , carted earth from a distance of 3 km as per MoRTH Specification SI No.3.18 (305)

Excavation in Soil with Dozer with lead upto 1000 metres Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Ref.M as per MoRTH Specification SI No.3.03 ( 301)

Extra cost for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc. SOR No. 253(A)

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 By Mix in Place Method

Scarifying the existing bitumenous surface to Required depth and disposal of scarified material all lift and lead up to 1000 M as per EI. SL. No. 3.15 (305.4.3)

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 with in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.By Mix in Plant Method SI No. 4.14 (406)

Providing and applying primer coat with SS1 grade 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.as per MoRTH Specification SI No.5.1 (502) over WMM/WBM

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 surface cleaned with mechanical broom. as per MORT&H Specification. SL. No. 5.2 (503) For B.C

Providing and laying dense graded bituminous macadam with 120 TPH 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 SI No. 5.4 (505) complete in all respects (GR-II)

Providing and laying bituminous concrete with 120 TPH 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 (GR-II)

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Approve grade cement not less then M-40 grade 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 MoRTH SI No. 602

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. SOR No. (1/251) CH-4

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. SOR No. (3/4.1) CH-5

RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) SOR No. (9/5.1) CH-5

RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) SOR No. (12/5.2) CH-5

RCC work Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to slab in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) SOR No. (11/5.1) CH-5

Mild steel or iron work in plain work such as reinforced concrete and authorized over lapping shall be measured upto floor to level.

Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR No. (4/6.8) CH-6

Providing and laying reinforced cement concrete pipe NP-3 1000mm for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106.

Providing and laying reinforced cement concrete pipe NP-3 600mm for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106.

Providing and laying reinforced cement concrete pipe NP-3 350mm for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106.

Providing struck/Ruled cement pointing in 1:2 cement, coarse sand mortar. SOR No. (17/578) CH-13

PART-B MAINTENANCE WORK Maintenance work for second year

Maintenance work for third year

Maintenance work for fourth year

Maintenance work for fifth year

shree ram stone supliers (BID ID -4781426)