Widening and Strengthening work of Bar-Ladwari-Rampura-Kathwar (ODR) in Km. 1 to 12 (Length 12.00 Km.)

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 (as per MORT&H Specification No. 301, Sl. No. 3.06)

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 No. 305, Sl. No. 3.17

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. as per MORT&H Specification.305,Sl.no.3.16

Construction of granular sub-base (Grading-I) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Sl.no.4.01B

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 density. as per MORT&H Specification No. 406 Sl.no.4.14B

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam (Grading-II) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 Sl. No. 5.04B complete in all respects.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503 Sl. No. 5.02 (ii)

Providing and laying bituminous concrete (Grading-II) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 Sl. No. 5.05B complete in all respects

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 as per MORT&H Specification.305, Sl.no.3.18

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per MORT&H Specification No. 202 Clause 2.4

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. as per MORT&H Specification No. 304, Sl. No. 15.01

Sand Filling in Foundation Trenches as per Drawing & Technical Specification No. 304 S.l No. 15.03

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

Laying Reinforced cement concrete pipe NP4 (1000 mm dia) /prestressed concrete pipe 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 .

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC grade M 20) (Case-I: Using concrete Mixer (as per MoRT&H Specification No. 1500, 1700 & 2100) Sl. No. 15.11 B

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications No. 1400 & 2200 Sl. No. 15.10

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications No. 1400 & 2200 Sl. No. 15.10 (But Excluding Stone Boulder)

Plain/Reinforced Cement Concrete for wall and slab etc. complete as per Drawing and Technical Specifications. (RCC Grade M35) (as per drawing and Technical specification MORT&H no. 1500, 1600 & 1700 Sl. No. 15.12D)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MORT&H no. 1600 Sl. No. 15.13)

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. as per drawing and Technical specifications MORT&H no. 2507.2 Sl. No. 16.11)

Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications MORT&H no. 1300 & 2200 Sl. No. 15.08)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORT&H no. 2504 Sl. No. 16.05)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications MORT&H no. 2504 Sl. No. 16.04)

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 face. Complete as per drawing and Technical Specifications Clauses 2706 & 2200 Sl. No. 15.14

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post 150x75x5 mm spaced 2m center to center, 1.8 m high with 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1384, metal beam rail to be fixed on the vertical post with spacer of channel section 150x75x5 mm, 300 mm long complete as per clause 810. (MoRTH-810 (8.23) Sl. No. 27

Providing and fixing of Retro reflective cantilever Sign Bord for Road furniture including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of Retro reflective Overhead Sign Bord for Road furniture including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of Km. Stone for Road furniture including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of Hectometer Stone for Road furniture including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of Chevron Sign Board (For Culvert) for Road Safety including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of Stop Sign Board for Road Safety including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of Give way Sign Board for Road Safety including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of Speed Limit Sign Board for Road Safety including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of T-Janction Sign Board for Road Safety including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of School Sign Board for Road Safety including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and fixing of Name of Awadi Sign Board for Road Safety including supply of all materials, labour T&P etc. required for proper completion of work. as per required specification as per IRC and direction of Engineer-in-charge.

Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area. Thickeness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished surface to be level uniform and free from streak and holes

Providing and fixing of Retro relective tree sheet

Repetitive bar/ Transvers bar marking by hot appiled Thermoplastic Marking of 300 mm wide and 5 mm height, at 1000 mm apart (one set is of 6 Strips). 5 mm height is achieved through six applications of thermoplastic, applied at an interval not less than 1 hour after the previous layer gets solidified, Alternatively, made of Mastic Asphalt or any equivalent material which would provide 15 mm high As per Circular No-62 Patrank Sankhya-879 MT/Samanya Varg / 60MT/ 2019 DT. 16-01-2019

TRAFFIC SIGNS - HAZARD MARKER (LEFT/RIGHT) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing

Providing and Installation of Road Delineators

AGARWAL CONSTRUCTION COMPANY

M/S NAD BINDU INFRATECH PRIVATE LIMITED

GSR Infratech pvt ltd

M/s HARI CONSTRUCTION

SRS EXPRESS PRIVATE LIMITED