Construction of Remaining Part of Sidhagarghat Pakwainar Chandrwar Sonapali Road (ODR)

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

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 (For local earth)

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 (For carted earth lead upto 3 Km )

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per MORT&H specification 305 .3.17

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

Providing , laying , spreding and compacting graded stone aggregate to wet mix macadam over lay specification including preixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base / base couse on well prepared surface and compacting with vibratory roller to achieve the disired density

Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machenical mix plant carriage of mixed material by tipper to site , laying of 1% OPC cement and 3.5% emulsion in uniform layers with paver in sub-base / base course on well prepared surface and compacing with vibratory roller to achieve the desired density.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with 100 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 509 complete in all respects.

Construction of Patari using earth in proper slope on both sides of widened / Strengthed road including cost of material , labour , T&P , hire charges of road roller etc. required for proper completion of work

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.

Providing and laying fine sand layer 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.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

RCC Grade M25

RCC M-35 Grade

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification

Providing and laying layer of tar felt or equivalent under slab including all taxes , royalty and including supply of all materials , labour , T&P etc. required for proper completion of the work as per direction of E/I

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

Pointing with cement mortar (1:2 ) on brick work in substructure as per Technical Specifications

PCC Grade M20

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Dewatering of foundation , trenches by 8 HP diesel operator pumps including all labour , materials , T&P etc. complete work ( Taking unit 1 Hrs per Pumps )

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

1000 mm dia NP3 Hume pipe culvert 2.50 M long

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Supply, fixng and eraction of built up Cantilever Structure 6m span comprising of one verticle posts of 6.00m height made up of 3300m NB heavy class MS pipe as verticle member welded with 10 mm MS plate at top & 12mm MS plate at bottom. The horizontal Truss shall comprise of 50mm dia heavy class MS pipe and 40mm dia heavy MS pipe as bracing &10mm MS plate at bottom for fixing to verticle post as per structer design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC foundation of size 90x90M of required depth as per site condition for built up structure including Earth work in excavation 100mm thick lean concrete in 1:4:8 cement coarse sand and 40mm gauge stone ballast . RCC with and 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25mm dia foundation bolts 600mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete.

Providing and fixing of Recflective signe with a corrosion resistant 4 mm thick alumunium composite panel face to be fully covered with high intensity prismatic sheeting type IV as per IRC-67:2010 recto reflective sheeting with MS angle frame of 35x3

Providing and laying of hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bed as perIRC 35 inclduing cost of all materials , labour , Machinaries , T&P etc. requared for peoper completion of work i/c all other charges and taxes . The finishied surface to be level uniform and free from streks and holes as per MORTH specification no. 803

FACILITY INFORMATION SIGN BOARDS- One Post- 3.5m high 25x25x3 Frame

MANDATORY SIGN BOARDS- One Post- 3.5m high 25x25x3 Frame

Supplying and installation of delinators (road way indicators, hazard markers, object marker) 80-100 cm high above ground lavel , panted balck and white in 15 cm wide strips fitting with 80x100 mm rectangular or 75mm dia circular reflactorised panal at the top buried or pressed into the ground and conforming to IRC:79 and the drawing

Supply and fixing of Km Hectometer stone complete (5th KM )

Supply and fixing of Km Hectometer stone complete (Ordinary KM stone)

Supply and fixing of Km Hectometer stone complete (Hectometer stone )

Providing and laying of repeated bar with hot applied thermo plastic compound 15 mm thick and 300mm wide including reflectorising glass beads @ 250 gms per sqm thcknes of 2.5 mm is exclusive of surface applied glass bed as per IRC 35 including cost of all materials, labour, machinaries, T&P etc. required for proper complation of work i/c all other charges and taxes . The finished surface tpo be level uniform and free from streks and holes as per MORTH specification no. 803

M/s Shyamdhar Enterprises