C/o Re-alignment road from PMGSY road to govt, Residential school at Chabang under Phassang circle Kurung Kumey Dist

Amount

SH -I: JUNGLE CLEARANCE (2.00 km)

Clearing and grubbing road land including uprooting wild grass,bushes, shrubs, sapling and trees of girth up to 300mm, removal of stump of such trees cut earlier and disposal of unreservicalbe materials and stacking of searvieable material to be use or aution up to a lead of 1000m including removal and disposal of top oganic soil exceeding 150mm in thickness as per technicals specification Clause 201. by manual means (in area of thorny jungle ) ( Ref items:- 2.3) (i) B

SH-II : ( FORMATION CUTTING:- 2.00 km)

Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)

SH-III: Protection Work-BREAST WALL 48.70 MTR

Excavation for Structures (Earth work 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 A.Manual Means i.upto 3 m depth

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

Stone masonry in cement mortar (1:3) in foundation complete as per drawing and technical specification. b. RRM

Dry rubble flooring

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

SH-IV: Cross Drainage-RCC SLAB CULVERT=3.00 Nos 2.00 MTR SPAN

Excavation for Structures (Earth work 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 A.Coursed rubble masonry (first sort ) i.upto 3 m depth

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 b)RRM

Furnishing and placing reinforced/prestressed 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, wing wall/return wall with 100 mm 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

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

SH: V- KUTCHA DRAIN= 1.988 km

Surface Drain in soil(construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters(average lead 25 meters) B. Manual means

Surface Drain in soil(construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters(average lead 25 meters)

M/S J J ENTERPRISES (BID ID -6966)