Widening and strengthening of Maudaha Biwar Jalalpur Kupra Road (MDR-55B) in Km-3 to 14

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

Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.

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.

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. (Carted earth)

Construction of granular sub-base by providing granular 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 (By Mix in Place Method)

Providing, laying, and spreading of Graded stone aggregate (WMM) after mixig with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying including its stabilization with 1% OPC Cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade and compaction with road roller to achieve the desire density.

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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (As Per Clause 406-4.14)

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/sum using mechanical means. As per MORT&H Clause 502- 5.01

Providing and applying tack coat I with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sum on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503

Dense Graded Bituminous Macadam Grading -I 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 Percent by weight of total mix and filler, transporting the hot mix to work site, laying with ahydrostatic 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.

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 Percent 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 specificationclause No. 507 complete in all respects

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

Construction of sub grade and earthen shoulders with approved materials obtained from boorrow pits with all lifts & leads, transporting to site, spreading, grading to required slop and compacted to meet requirement of table No. 300-2 Patri

Earth work in excavation 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

Sand filling in foundation trenches abutment wall etc. in layers incuding watering, compacting including all lead & lift and also all materials, labour, T&P etc. required for proper completion of work. S.I. No-255

Cement concrete 1:3:6 cement, coarse sand and 40 mm stone ballast in foundation as per S.I No. 280

Supply of 600 mm dia NP-3 hume pipe cost of all material, loading, unloading, stacking, cartage etc. for completion of work.

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar

Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106.

12 mm thick plaster on brick work not less than 10 mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all material labour, T&P etc. required completion of the work as per direction of the Engineer-in-charge. (SI.No.584)

Supply & laying of PV.C pipe 75mm dia for weep holes including cost of all material T&P etc. required for proper completion of work.

R.C.C work with Cement, approved coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in bed block excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binfing wire and including necessary centering and shuttering etc. and also including supply of all material, labour, T&P etc. required for proper completion of work. S.I. No-288

Mild steel for iron in plain work such as reinforced concrte or reinforced brick work wrough to required shape as necessary including being for proper completion of work and including supply of all steel and wastage and wastage & overlapping & hooks. S.I.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60metres.

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in Superstruter including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7

Struck cement pointing with 1:2 cement and fine sand of 1.25 fineness modulus mortar with colouring materials to match the brick work colour including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

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

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 31)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 31)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 31)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 31)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 31 (Excluding G.S.T.) Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 31)

M/S GOVERDHAN ASSOCIATES (BID ID -5063211)

THE SHELTER (BID ID -5063360)

Nav Bharat Trading Company (BID ID -5059201)

Crescent Infrastructure (BID ID -4801055)