Construction of CC road from Todey main road to Pantharay Gaon via Chamling Gaon, Paten Godak GP under 45ht constituency Gorubathan, G.T.A.

"A CUTTING AND UPROOTING" Earthwork in Cutting to form road secion in corect profile in mixed soil including removal of spoils not exceeding initial lead of 50m and initial lift of 1.50m (iii) In mixed hard soil (i.e, hard moorum and soil containing laterite and boulders which do not require blasting

Earthwork in Cutting to form road section in correct profile in ordinary soil including removal of spoils not exceeding initial lead of 50m and initial lift of 1.50m

Excavation in Hard Rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal withing all lifts and lead upto 1000 meters, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Clause 301 of Specifications for ROad & Bridge Works of MoRT&H (5th Revision). (Mode of measurement :pre works)

B SURFACE WORKS Stone Boulder soiling Labour for laying 150mm to 200mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including roling and preparing the bed to proper level and filling up all joints with Stone Boulder soling Add : Extra for widening if crust at curve and passing places (Considering 5% of surface area) Deduction for culvert

Stone Boulder Edging Labour for laying stone edging wih 100 mm wide and 250 mm deep edging with stone sets laid-on-edge. Stone Boulder Edging Add: Extra for widening of crust at curve and passing places (Considering 5% of surface area) Add : Extra for Cross Edging

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in- Charge and cost for quality control, sampling, testing etc. all complete but excluding (b) M-20 Grade Using concrete mixer

"C" PROTECTIVE STRUCTURE Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a)upto 3m depth (iv) Without pumping out water and shoring For Rubble Masonary in CM For Plum Conc. Wall For Sausage Wall For Handpacked

Plum Concrete Work Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.

Hire and labour charges for Shuttering Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. b) For portion of Ht above 1m and upto 3m

Weep Hole Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete. For Plum Conc Wall For CRM Wall

Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge. For Rubble Masonary in CM For Plum Conc, Wall For Sausage Wall For Handpicked

"D" SURFACE DRAINAGE "V" Type drain 60cm wide and 30cm deep with 150mm to 230mm thick dressed stone laid on edge including cement concrete, pistering and NCP cost & carriage of all materials to worksite.

Stone Squae box drain 30cm x 60cm with hard dressed stone including cost cement concrete,pistering and NCP cost & carraiage of all materials to worksite.

"E" CROSS DRAINAGE STRUCTURE Construction of R.C.C. slab culvert of span 1.00 mtr.. Cost Estimate of span 2.00 mtr.