C/o Road from Nyapin-Sangram PWD Road to Dillong Village and Takio Yarbey, kurung kumey district

Amount

SH-I: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 Ordinary Rock using Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )

SH-II: Pavement

Preparation of Sub-grade(preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulation etc and disposal of surplus earth, lead upto 50m)

Granular Sub-Basewith CoarseGradedMaterial ( Table:- 400- 2) (Constructionof granular sub-baseby providing coarsegradedmaterial, spreading in uniform layers with motor grader on prepared surface,mixing by mixing place method with rotavatorat OMC,and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (i) for grading- I Material

SH-III: Cross Drainage( RCC Slab culvert 2 mtr span , 2m height)

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring etc. Ordinary soil Manual Means upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominaletc.

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, etc.

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

SH-IV: Protection work(Breast wall - 3.8 mtr high ( As per IRC SP-20-1979) [ Cost at "0" lead)

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:5 cement mortar

Providing and laying dry rubble flooring complete as per drawing and technical specifications Clauses 1303.3

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

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

Retaining wall - 4.00 mtr hight Earthwork in excavation of foundation of structures as per drawing and technical specifications 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 Manual Means upto 3 m depth

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusshed 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 b.RRM

Dry rubble Flooring

Backfilling behind Retaining wall complete as per drawings & technical specification Clause 1204.3.8 With Granular material

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, etc.

SH-V: CC Drain

Earthwork in excavation of foundation of structures as per drawing and technical specifications 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.

Providing and laying cement concrete 1:3:6 excluding the cost of centering & Shuttering in a) Foundations and plinth

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

12 mm Cement plasterin CM 1:4 (1 Cement : 4 sand)

Neat cement Punning

Ms YARKUM AGENCY (BID ID -6921)