Construction of PCC Road From Dangra Patra Main Road to Mudkam School at Choda Gram panchayt Chama under Block Chanho Ranchi

Amount

Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specification Clause 1301.

Providing cement concrete pavement with mix of 1:1.5:3 (1 cement: 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm size all complete job.

Earthwork in excavation in foundation trenches 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. (ii) Hard Soil - Taking 50%

(ii) Soft Rock - Taking 50%

Providing P.C.C.M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade III (50 mm to 25 mm size) 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 rough dressed course stone masonry in C.M. (1:3) 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, carriage of materials, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing rough dressed course stone masonry in C.M. (1:3) in superstructure 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, of materials, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment as per specification and direction of E/I.

Providing R.C.C.M - 200 with nominal mix of (1:1.5:3) in cap 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 R.C.C.M - 200 with nominal mix of (1:1.5:3) in wearing over deck 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 P.C.C.M - 200 with nominal mix of (1:1.5:3) in top of structure 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.

Supplying and laying rip-rap with good quality to boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complte as per specification and direction of E/I.

Providing centering including strutting and proping etc. and removal after use in deck slab as per specification and direction of E/I

Providing shuttering including strutting and proping etc. and removal after use in deck slab as per specification and direction of E/I

Providing expansion joints 25 mm thick bitumenous board as per specification and direction of E/I

Providing tor steel reinforcement in R.C.C. work as per specification and direction of E/I

Providing cement flush pointing (1:3) as per specification and direction of E/I

Providing 6 mm thick C.P. (1:4) on ceiling of slab as per specification and direction of E/I

Providing 12 mm thick C.P. (1:4) on wall of structure as per specification and direction of E/I

Filling in foundation trenches and plinth all complte as per specification and direction of E/I.

Providing dewatering during execution of work with 5 HP diesel pump all complete as per specification and dierction of E/I.

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.

Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).

Providing P.C.C.M - 150 with nominal mix of (1:2:4) 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 (1:4) 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 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/l.

Labour for site clearance all complete as per building specification and direction of E/l.

Supplying and laying (properly as per design and drawing )rip-rap ggod quality of boulder dully packed 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 P.C.C.M - 150 with nominal mix of (1:2:4) 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 random rubble stone masonry in C.M. (1:4) in superstructure 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 of materials, scafolding , raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

Providing weep holes in wall -----do-----do--all complete as per building specification and direction of E/l (Mode of measurement complacted volume)

Providing 25 rnm thick cement plaster (1:4) 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 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including 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 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/l.

Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).

Carriage of Matirals (i) Cement - 10 km

(ii) Sand - (3k+20p) km

(iii) Chips - (1k+35p) 36km

(iv) Boulder - (2k+36p) km

(v) Earth - 5 km

cost for sign board and photography

Labour cess @ 1%

SHREE YATI CONSTRUCTION