WIDENING AND STRENGTHENING WORK FROM KM-12 OF BIDHNU KISAN NAGAR CANAL TRACK ROAD AND KM 1 TO 8(250) OF BHAIRAMPUR- RAMAIPUR KAIDHA ROAD

Amount

Excavation for roadwork in soil with hydraulic excavator 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.asper MORT&H specficatin clause no.301.

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.asper MORT&H specficatin clause no 305.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 asper MORT&H specficatin clause no.305.

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 asper MORT&H specficatin clause no.401.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityasper MORT&H specficatin clause no.406.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam with 1% cement (OPC) and 3.50% Emulsion specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density asper MORT&H specficatin clause no.406.(Rate Including Emulsion SS-2)

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.asper MORT&H specficatin clause no.503.(Rate Including Bitumin VG-10)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.(Rate Including Bitumin VG-30)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant 120 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.(Rate Including Bitumin VG-30)

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.asper MORT&H specficatin clause no.2100.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.(Grade M20) asper MORT&H specficatin clause no.1500,1700 &2200.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.asper MORT&H specficatin clause no.1600.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.asper MORT&H specficatin clause no.1300.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications asper MORT&H specficatin clause no.1300 &2200.

Plastering with cement mortar (1:3 ) on brick work in sub-structure asper MORT&H specficatin clause no.1300 &2200.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.asper MORT&H specficatin clause no.1100. 600 mm dia.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1100.as per MORT&H specficatin clause no.1100. 900 mm dia

1st class bedding of 40 mm gauge brick ballast under & side of Hume pipe

Markings of centre line, Road edge lines on both side of Road with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (up to date revision)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Supply fixing and Erection of built-up cantilever structure of 6.00m span comprising of one vertical post of 6.00m high made up of 300mm NB heavy class M.S. pipe as vertical member welded with 10mm MS plate at top and 12mm MS plate at bottom. The horizontal truss shall comprise of 50mm dia heavy class MS pipe and 40 mm dia heavy MS pipe as bracing and 10mm MS plate at bottom for fixing to vertical post as per structure design and drawing with one coat of steel primer and two coats of synthetic enamel paint. The work includes construction of RCC foundation of 900X900 mm 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 and coarse sand and 40mm gauge stone ballast RCC with hand mixing in 1:2:4 cement coarse sand and 20 mm stone grit including cost of reinforcement ,shuttering and cantering complete as per direction of E/I.

Supply and fixing of retro reflective high intensity sign board on 2 mm aluminium sheet. As per MORTH specification

Ashok Kumar Chhabra Constructions Pvt.Ltd.

M/s Jagdamba Enterprises

ABHISHEK ENTERPRISES