Widening and Strengthening Work of Konch kailiya Sailiya to M.P. Border Road in Orai district (Length 21.17 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 Morth specification 301 Sr. 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 Morth specification 305 Sr. 3.17

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 Morth specification 305 Sr. 3.17 (Compaction Only)

Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade. as per Morth specification 402 Sr. 4.02(A)

By Mix in Place Method Construction of granular sub-base (Grade-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. as per Morth specification 401 Sr. 4.01 (B)

Wet Mix Macadam (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per Morth Specification 406 Sr. 4.14 (B)

Prime Coat over WMM/WBM Providing and applying primer coat with SS-1 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. as per Morth specification 502 Sr. 5.01(A)

Dense Graded Bituminous Macadam Grading II with VG-30 Bitumen Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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.As per Morth Specification 505 sr. No. 5.04 (B)

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Air Compressor. as per Morth specification 503 Sr. 5.02 (i)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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 Sr. 5.05 (B)

Construction of earthen shoulder with approved material obtained from borrow pits with all lifts and leads,transporting to site,spreading ,grading to required slope and compacted to meet requirement of table 300-2. as per Morth specification 305 Sr. 3.18

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. as per Morth specification 601 Sr. 6.01

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. as per Morth specification 602 Sr. 6.02

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. as per Morth specification 304 Sr. 12.01 (i)

Sand filling in foundation of 1.25 FM including supply of material, labour T&P etc. complete. as per Morth specification 304 Sr. 12.03

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M-15 (1:2:4) as per Morth specification 1500, 1700 & 2100 Sr. 12.08 (A) (ii)

Providing and laying RCC Grade M-20 as per Morth specification as per Morth specification 1500, 1700 & 2100 Sr. 15.11 (C) (ii)

Providing and laying RCC Grade M-25 as per Morth specification as per Morth specification 1500, 1700 & 2100 Sr. 15.11 (E) (ii)

Providing and laying RCC Grade M-30 as per Morth specification 12.8 as per Morth specification 1500, 1700 & 2100 Sr. 15.11 (G) (ii)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. as per Morth specification 1600 Sr. 14.02

Providing weep holes in 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

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. as per Morth specification Sr. 13.10

Flexible Apron : Construction Flexible apron 1 mtr thick comprising of loose stone boulder weighting not less than 40 kg beyond curtain wall.

Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches.as per schedule item no 251 Ch 03 (Hume Pipe Culvert)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km.(5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. (Rate is Including Royality) as per schedule item no 255 ch 03 (Hume Pipe Culvert)

Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand and cement in the proportion of (M-15) including supply of all materials, labour and T & P etc. required for proper completion of the work. As per schedule item no 279 Ch 05 (Hume Pipe Culvert)

First class brick work in 1:4 cement and fine sand of 1.25 FM. mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work.as per schedule item no 305 ch 06 (Hume Pipe Culvert)

12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. In girth and finished even and smooth. No extra for mixing any additive.(1:4) etc as per schedule item no 17.58(II) ch 13 (Hume Pipe Culvert)

Plain/ reinforced cement concrete in sub structure complete as per drawings and technical specification clauses 802,804,805,806, 807,1202 and 1204.P.C.C grade M-20 (1:2:4) (Nominal mix) Chapter No. 5 New Item A (Hume Pipe Culvert)

Supply & Laying of Hume pipe S & S Type in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge (Labour rate only) N.P-3-Type (a) 1000 mm dia (Hume Pipe Culvert)

Providing & fixing Km. stone, 5th Km. Stone Hectometre Stone, & their Painting & Letter's Writing etc. (5th Km. Stone) as per Morth specification 804 Sr. 8.14 (i)

Providing & fixing Km. stone, 5th Km. Stone Hectometre Stone, & their Painting & Letter's Writing etc. (Km Stone) as per Morth specification 804 Sr. 8.14 (ii)

Providing & fixing Km. stone, 5th Km. Stone Hectometre Stone, & their Painting & Letter's Writing etc. (Hectometer Sotone) as per Morth specification 804 Sr. 8.14 (iii)

National Highway Const. Co

GSR Infratech pvt ltd

SHAKUNTALA SINGH

SRS EXPRESS PRIVATE LIMITED

CIRRUS INFRA

M/s Raj Laxmi Enterprises

M/S R.R. ENTERPRISES