Pamol Khadol Road. Km.0/00 to 4/200. (FDR, Asphaltic Work, CC Road, Structure Work, Road Furniture and Miscellaneous Work) CRIF Work 2025-2026.

Clearing and grubbing road length including uprooting plank, vegetation grass bushes, shrubs, saplings, and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of un serviceable materials. (C) By mechanical means in area of light jungle.

Providing and laying 50 mm thick Bituminous Macadam (BM) with B.T. aggregate as per MORT&H specification & using bitumen VG-30 for tack coat @ 2.50 KG / 10 Sqm with mechanical sprayer & bitumen VG-30 for mixing @ 34.00 KG / M.T. i.e., 3.40 % of total weight of mix, including heating and mixing the aggregate & asphalt in drum mix plant and hot laid process spreading the same by paver finisher & consolidation with vibratory roller as per MORT&H specification to achieve desire density, including providing all materials equipments, tools & plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery drum mix plant & paver finisher etc. complete.

Providing and laying 25 mm thick Semi Dense Bituminous Concrete (SDBC) with B.T. aggregate as per MORT&H gradation using bulk bitumen Grade VG-30 for mixing @ 50.00 KG / M.T. i.e., 5.0 % by weight of total mix, including heating and mixing the aggregates and bitumen in drum mix plant and hot laid process laying with paver finisher and consolidation with roller as per MORT&H specification to achieve desire density, including cost of all materials, equipments, tools, and plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machineries drum mix plant and paver finisher etc. complete.

Providing and laying compacted 75 mm thick of specified quarry spall in side shoulder, including carriage of material and spreading on prepared base, including compacting by vibratory roller as per MORT&H specification etc. complete as directed by Engineer in charge.

Earthwork for embankment, including breaking clods, dressing with all lead and lift, including watering rolling and consolidation of subgrade in layers at OMC to required dry density, including filling the depression which occur during the process using power roller 8 T to 10 T. From Borrow area with all lead and lift.

Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed with all lead and lift.

Construction of 150 mm thick Granular sub base in required layer by providing coarse graded material Grading-I using B.T. M.C. metal 53 mm to 26.5 mm at 35%, aggregate 26.5 to 4.75 mm at 45% and stone dust at 20% (CBR more than 30%) as per Table 400-2 of MoRTH gradation including conveying the material at site of work, mixing and spreading in to grade and camber, watering and consolidating at OMC with vibratory roller including the cost of materials, labours etc. complete.

Providing and laying controlled cement concrete M-150 and curing complete, excluding the cost of formwork and reinforcement for reinforced concrete work in (a) Foundations, footings Bases of columns and mass concrete.

Providing and laying controlled cement concrete M-25, including adding surface hardner @ of 5.0 KG / square meter and curing complete excluding the cost of reinforcement of reinforced concrete work in Road by Trimix method by providing and fixing 'C' channels of 75 mm x 75 mm as per required level slope and thickness of concrete road levelling of placed concrete with surface vibrator finishing the surface with power floater and trowel light brooming on the surface including providing and filling expansion joint having size 20 mm x 20 mm as per manufacturers specifications and making construction joint of 3 mm x 20 mm by using concrete cutter machine, with curing compound etc. complete as directed.