Construction of road from Ropi to Ghero in Upper Siang District

Amount

SH: Jungle clearance

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness a) In area of thorny jungle

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. i) Girth from 300 mm to 600 mm

ii) Girth from 600 mm to 900 mm

iii) Girth from 900 to 1800 mm

SH : Formation cutting

Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )

Deduct quantum of earthwork of all types disposal directly throwing into the valley without involving any lead and lift. Ordinary and Hard Soil/Hard shale, soil containing shingle or small size boulders.

Deduct quantum of earthwork of all types disposal directly throwing into the valley without involving any lead and lift. Ordinary and Hard Rock

SH :- CC Drain

Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.

Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth

Centering and shuttering including strutting , propping etc, and removal of form work for :- b) Walls including attached buttresses, pilasters etc.

I. 12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)

A. Neat Cement Punning

SH :- Kutcha Drain

Excavation for Structures (Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Mechanical Means upto 3 m depth

I. Ordinary rock not requiring blasting

SH :- Retaining/Breast wall

Excavation for structures) Earth work in excavation of foundation of structures as per drawing and technical epecification i/c setting out, construction of shoring and bracing, removal of stamps and other deleterious matterial, dressing of sites and bottom, and back filling with approved materials. i) Ordinary soil A) Manual Means i) upto 3 mtr Depth

PCC 1:3:6 in foundation( Plain Cement concrete 1:3:6 nominal mixed in foundation with crushed stone aggregate 40mm nominal mixed in foundation with crushed stone aggregate 40 mm nominal sizew mechanically mixed, placed in foundation and compacted by vibration i/c curing for 14 days

Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specification

Dry Rubble Masonry

Back filling behind abutment, w/wall and R/wall complete as per drawing and technical specification. A) Granular Material

Providing weep holes in brickmasonry/plain/reinforced concrete abutment, W/wall, R/wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1:V : 20H towards drawing face complete as per darwing and technical specification.

SH :- RCC Slab culvert-(1.5x1.5m)-2 Nos.

Excavation for Structures (Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) I-Ordinary soil B-Mechanical Means (i) Depth up to 3 m

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification A. RCC Grade M20 (q) Height 5m to 10m

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A Granular material

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Ms Pamong Construction (BID ID -6612)