Widening and Strenthning of Babatpur to Jamalapur Road SH 98A 5.50 to 7.00 Meter Length 12.68 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of granular sub-base 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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 abatching 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Emulsion Treated Base (Wet Mix Macadam+ Cement+Emulsion) for widening of road- Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% Emulsion in uniform single layer on sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 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 MoRT&H specifications Clause 507 complete in all respects. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of Subgrade and Earthen Shoulders 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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Providing and Laying of Rubber mouldedInterlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) (Red colour) Interlocking Concrete Block Pavements

Providing and Laying of Rubber mouldedInterlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504.(Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) (Grey colour) Interlocking Concrete Block Pavements

Construction of U-Drain & Widening of Culverts- Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per Technical Specification Clause 202. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of U-Drain & Widening of Culverts-Earthwork in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of U-Drain & Widening of Culverts- Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of U-Drain - R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 in lintels of doors and windows, excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. As per SOR 287b. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Supply & Laying of 15cm brick ballast mixed with sand below pipe as bedding in 15cm thickness and in haunch of pipe upto 1/10 of outer dia pipe. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Struck pointing in 1:2 cement & fine sand mortar on brick work including supply of all materials, labour and T&P etc Requuired for proper completion of work (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

12mm thick plaster with cement mortor with cement and coarse sand of mortor in 1:4 (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Supply of 350 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Supply of 900 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Supply of 1000 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Plain/Reinforced cement concrete RCC-M-20 in super-structure complete as per drawing and Technical Specifications 1500, 1700 & 2200. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of U-Drain & Widening of Culverts-Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

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. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Supply and filling in floor with local earth between road and return wall including watering, ramming, consilidating and dressing complete.(Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness 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 streaks and holes. Complete as per MORTH spacification NO. 803. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST).

Thermoplastic Transverse Bar (Repeated Bar)- Providing and laying hot applied thermoplastic compund 5 mm thick, 300 wide and 600mm gape including reflectionsing glass beads @ 500gms per sqm area, thickness of 5mm is exclusive of suraface applied glass beads as per IRC:35 the finished surface to be level, uniform and free from streak and holes. (Transverse Bar/ Repeated Bar). (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

M/S ANMOL ASSOCIATES

ganga sagar singh

M/s Progressive Construction Company

AMBE INFRAPROJECTS PRIVATE LIMITED

M/s Suman Engineering Works

M/S SWASTIK CONSTRUCTION