C/o road from NH-515 to Taane area, Rani Village, East Siang District.

Amount

SH : Site Clearance, Embankment

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. Manual means In area of thorny jungle

Construction of embankment 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.

SH: GSB (0.52 Km)

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 undulations etc. and disposal of surplus earth, lead upto 50 m.)

Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. Granular Sub-base with Close Graded Material (Table:- 400-1)

Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) For grading- I Material

SH: WBM-II (0.52 Km)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By manual means. ii) Grading-II (using screening crushrfle type such as Moorum or Gravel) a) Using Screening Type-A (13.2mm Agg.)

SH: WBM-III (0.52 Km)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A) By manual means. ii) Grading-III (using screening crushrfle type such as Moorum or Gravel) a) Using Screening Type-B (11.2mm Agg.)

SH: Pre-Mix Carpetting (0.52 Km)

Scarifying Existing granular road surface to deph of 50mm and disposal of scarified materials within a lift &lead of 100m.

Providing & applying prime coat with bitumen emulsion on prepared surface of granular base i/c clearing road surface and spraying primer at the rate of 0.60 Kg./Sqm using mechanical means

Laying 2.5cm thick premix carpet surfacingwith 3cum of stone aggregate 10mm nominal size per 100 sq.m and 64kg of cut back bitumen of approved quality per cum of aggregate including a tack coat of hot cut back bitumen of approved quality @0.75kg per Sq.m road surface complete.

Providing seal coat of premixed sand with cut back bitumen of approved quality using 128kg of cut back bitumen per cum of sand and 0.75cum of coarse sand per 100 sqm of road surface complete.

SH: Box Culvert (1.50m x 1.50m - 3 Nos. & 1.5x1.5mx2-1No.)

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 .

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.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

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

M/s Rani Enterprise