Construction of PCC Road from Tinmuhan To Tikuliyatand Domuhan at vill-Ichabar, Panchayat-Dhankara, Block-Latehar

Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area SOR NO. 2.02 RDD

Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. SOR NO. 3.20 case (i) RDD

Construction of Subgrade and Earthen Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits 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. SOR. ITEM NO. 3.18 RDD

Granular Sub-Base with Graded Material (Table:- 400-1) 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. SOR. ITEM NO. 4.01 B(iii)RDD

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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

Carriage of materials Cement

Stone Chips

Earthwork in excavation in road embankment in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

Providing coarse clean sand in filling in road embankment including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

Providing stone boulder soling in foundation all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

Providing P.C.C.M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/

Providing 25 rnm thick cement plaster with punning (1:3) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.

Providing R.C.C.M - 200 with nominal mix of (1:1.5:3) in slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.

Providing tor steel reinforcement as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. ( Only Valid for SAIL & TATA Steel) 10 mm dia

12 - 20 mm dia

Providing centering including strutting after use in deck slab do-----do--------all complete job.

Carriage of Materials (i) Cement -

(i) Sand -

(ii) Chips -

(iii) Boulder -

Earth work in excavation for structures as per drawing and technical specification caluse 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavation suitable material. S.O.R. Item No. 3.13 (i) A

Plain/Reinforced cement concrete in open foundation complete as per drawing and Tchnical Specification.

Stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clauses 702, 704, 1202 & 1203 Coarse Rubble Masonary in C.M. (1:3) in foundation. S.O.R. Item No. 12.7(b)

Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specification Clauses 702, 704, 1202 & 1203 Random Coarse Rubble Masonary in C.M. (1:3) in sub-structure. S.O.R. Item No. 13.4(A)

Plain/ Reinforced cement concreteon Top of Wall complete as per Drawing and Technical Specification.

Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. S.O.R. Item No. 13.8

Tuck Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 S.O.R. Item No. 5.7.10 (B.C.D.)

Carriage of Materials CEMENT

STONE CHIPS

STONE METAL

BOULDER

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