Construction work of bituminous road in Ch. 0.000 to 4.750 and white topping CC road in CH. 4.750 to 9.000 (inhabited part) of Orai urban part (Orai) of NH-25 in Orai district (Length 9.00 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 (Without Lead) Morth Specification No. 301 S. No. 3.06

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 (Abadi) Morth Specification No. 301 S. 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. (Compaction Only) Morth Specification No. 305 S. No. 3.17

Providing, 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 fresh 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 Morth Specification No. 402 S. No. 4.02A

Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plants at OMC, carriage of mix 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 Morth Specification No. 401A S. No. 4.01

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. Morth Specification No. 406B S. No. 4.14

Providing and applying primer coat with SS-1 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. Morth Specification No. 502A S. No. 5.01

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. 505B complete in all respects.Morth, S. No. 5.04

Providing and applying tack coat with bitumen VG10 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Morth Specification No. 503(i) S. No. 5.02

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 complete in all respects Morth Specification No. 507B S. No. 5.05

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. Morth Specification No. 601 S. No. 6.01

Construction of thin white topping with plain cement concrete pavement over existing surface with approve grade cement @ 400 kg per cum and as per IRC SP 76, coarse and fine aggregate conforming to IS 383, maximum size of fine 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 joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines etc. and grades as per drawing. Morth Specification No. Suggestive S. No. 6.06

Proving and Laying of 80 mm thick. I.C.B.P. laid in stone dust base and filled joint with fine sand , joint filled after leveling and dressing base including supply of all material,Labour, and T&P etc. required for proper completion of work as per SOR new item no.-3 at Ch. 14

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 Morth Specification No. 305 S. No. 3.18

Supply & Fixing of M.S. Grill of a approved quality and drawing made of flat iron not bigger then 20x4 mm size including supply of materials, fabrication, labour, T &P and also one coat of red oxide paint complete in all respect as per direction of Engineer-in-charge for proper completion of work at site. as per SOR No chapter 10 SI no new item no 3 page 53

Earth work in excavation in B.C. Soil in foundation of abutment, wing wall, retaining wall etc. in black cotton soil in Bundelkhand area requiring use of special T&P including lift upto 1.5 mtr and lead upto 30 mtr for completion of work including levelling dressing etc. Morth Specification No. 304B S. No. 3.13

Sand filling in foundation of 1.25 FM including supply of material, labour T&P etc. compete as per S.I No.255.

Plain Cement Concrete in Open Foundation Grade M15 including cost of grit and coarse sand from approved quarry including all labour, T&P etc reqd. for proper completion of the work, Morth Specification No. 1500, 1700 & 2100 A Case (ii) S. No. 12.08

Providing and laying P.C.C grade M-20 as per Morth specification 12.8 Morth Specification No. 1500, 1700 & 2100 B Case (ii) S. No. 12.08

Providing and laying R.C.C grade M-25 as per Morth specification Morth Specification No. 1200, 1500 & 1700 Case (ii) S. No. 12.11A(ii)

Supplying fitting and placing HYSD bar reainforcement in super-struture complete. Morth Sepecifation No. 1600 S. No. 15.13

Providing weep holes in brick masonry/plain/ reainforced concrete abutment wing wall/return wall with 100 mm dia AC pipe excending throught the full width of the Morth Sepecifation No. 2706 & 2200 S. No. 15.14

Providing and laying of filter media with granular meterials/stone crushed aggregates stisfying the required laid down in cluse 2504.2.2 of Morth Sepecifation No. 710.1.4. of IRC 78 & 2200 S. No. 13.10

M/S YATINDRA KUMAR TRIPATHI

M/s Anuj Tiwari

CIRRUS INFRA

M/S GOVERDHAN ASSOCIATES

M/s Raj Laxmi Enterprises

M/S R.R. ENTERPRISES