Widening and Strengthening of Payagpur-Shivdaha Road (O.D.R.) Ch. 0.000 to 10.000 in Financial Year 2023-24. (Vidhan Sabha Payagpur)

Amount

Excavation for road work in trenches soil with hydaulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m as per Technical Specification [MORTH Ref. SI No. 3.06 - 301.]

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. [MORTH Ref. SI No. 3.17 - 305.]

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 One Km. Cartage earth [MORTH Ref. SI No. 3.16 - 305.]

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 [MORTH Ref. SI No. 4.01B-401]

Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. [MORTH Ref. SI No. 3.15 - 305.4.3]

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 100 TPH carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density [MORTH Ref. SI No. 4.14B - 406.]

Providing and applying prime coat with bitumen emulsion SS-2 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. [MORTH Ref. SI No. 5.01 - 502.]

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 (Granular surface treated with primer) cleaned with mechanical broom. [MORTH Ref. SI No. 5.02 - 503-II.]

Providing and laying dense graded bituminous macadam grading-2 with higher capacity mechanical type HMP 120 TPH 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 (B) complete in all respects. [MORTH Ref. SI No. 5.04B - 505]

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. [MORTH Ref. SI No. 5.02- 503-I]

Providing and laying bituminous concrete grading - 2 with higher capacity mechanical type hot mix plant 120 TPH 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 complete in all respects. [MORTH Ref. SI No. 5.05B-507]

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 (For One Km Cartage) [MORTH Ref. SI No. 3.18 - 305.]

Construction of Hume Pipe Culvert :

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. [MORTH Ref. SI No. 3.13B - 304]

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. [MORTH Ref. SI No. 9.03 - 304.]

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. [MORTH Ref. SI No. 15.24, 710.1.4 of IRC 178 & 2504.2]

Brick Masonry Work in Cement Mortar in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(With Cement: Coarse Sand) - 1:3 [MORTH Ref. SI No. 15.04 - 1300]

Laying Reinforced cement concrete 900 mm dia NP3 / prestressed concrete pipe in double row for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (900MM Ø Double Row) [MORTH Ref. SI No. 9.04-2900]

Laying Reinforced cement concrete 900 mm dia NP3 / prestressed concrete pipe in Single row for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (900MM Ø Single Row) [MORTH Ref. SI No. 9.04-2900]

Laying Reinforced cement concrete 600 mm dia NP3 / prestressed concrete pipe in double row for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (600MM Ø Double Row) [MORTH Ref. SI No. 9.04-2900]

Laying Reinforced cement concrete 600 mm dia NP3 / prestressed concrete pipe in Single row for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (600MM Ø Single Row) [MORTH Ref. SI No. 9.04-2900]

Pointing with cement mortar (1:3 ) 1 cement : 3 sand on brick work in substructure as per Technical Specifications [MORTH Ref. SI No. 9.9 (1300 & 2200)]

Plastering with cement mortar (1:3 ) 1 cement : 3 sand on brick work in sub-structure as per Technical Specifications [MORTH Ref. SI No. 9.10(1300 & 2200)]

Construction of Box Culvert :

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. [MORTH Ref. SI No. 3.13B - 304]

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M-15 (Foundation & Approach Slab) [MORTH Ref. SI No. 9.06A Case-II, 1500, 1700 & 2200)]

Plain Cement Concrete in Open Foundation using batching plant transit mixure and manual placing complete as per Drawing and Technical Specifications of Grade - PCC Grade M 20 [MORTH Ref. SI No. 9.06 B Case-II (1500, 1700 & 2100)]

Reinforced Cement Concrete in Open Foundation using batching plant transit mixure and manual placing complete as per Drawing and Technical Specifications of Grade - RCC GRADE M 25 [MORTH Ref. SI No. 9.06E Case-II (1500, 1700 & 2100)]

Furnishing and Placing Reinforced/ Prestressed cement concrete using batching plant transit mixure and concrete pump grade RCC M-25 in super-structure as per drawing and Technical Specification. [MORTH Ref. SI No. 14.01 B Case-II (1500, 1600 & 1700)]

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [MORTH Ref. SI No. 9.07 - 1600]

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. [MORTH Ref. SI No. 9.17 (2706 & 2200)]

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. [SI No. 710 of IRC 78 & 2200 ]

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. [MORTH Ref. SI No. 15.24 (710.1.4. of IRC: 178 & 2504.2)]

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. [MORTH Ref. SI No. 8.22 - 811 ]

Laying 20mm thick Ashphaltic plug expansion joint (On the bracket for approach slab) [MORTH Ref. SI No. 9.17 ]

Drainage Spouts complete as per drawing and Technical specification [MoRTH 15.14 - 2700 & 2200]

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Grade M-30 [MoRTH 14.11 - 1500,1600,1700 & 2704]

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications [MORTH Ref. SI No. 14.04 & 2702]

Construction of 'U' Type Drain :

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. [MORTH Ref. SI No. 3.13B - 304]

Plain cement concrete 1:4:8 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. [MORTH Ref. SI No. 12.4 - 2100]

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications of grade RCC M-15. [MoRTH Sl.No. 9.14- 1500, 1700 & 2100]

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [MORTH Ref. SI No. 9.07 - 1600]

SHIV CONSTRUCTION

Ms Highway Construction co