Widening and Strengthening of Khanchandpur Biwain Road (ODR) in Km. 1 to 8(460) in District Kanpur Dehat in financial year 2024-25 (including 05 years maintenance Cost.) (Total Length 7.460 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 Clause 301.

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.As per MoRTH Specification Clause 305.

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 As per MoRTH Specification Clause 305.

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 As per MoRTH Specification Clause 305.(Carted upto 3.00 Km.)

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 Clause 305(Compaction Only)

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.

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 clause 406

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 to 1.00 kg/sqm using mechanical means, complete as per clause 406. (MORT&H 5.01) (502)

Providing and laying dense graded bituminous macadam (Grade-1) with higher capacity batch type HMP (120 TPH) using crushed aggregates of specified grading, premixed with bituminous (VG-40) 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

Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per Clause 503.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant (120 TPH) using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent (VG-40) 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.

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 Clause 601.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-35) over a prepared sub base with 43 grade cement (OPC) @ 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 Clause 602.

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. Clause 2100.

Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Clause 1300

Providing and laying of weephole in brick massonary in abutment and wing wall with 110mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification Clause 614, 709, 1204.3.7 fix as per standard (sl no 730)

Providing (M 25 Grade) concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Clause 1600.

Providing (M 20 Grade) concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications clause 1300&2100.

Filling Brick bats as filler material between road crust and abutment.

Providing laying and fixing of 1000 mm dia NP-3 Class Spigot Hume Pipe

Providing laying and fixing of 600 mm dia NP-3 Class Spigot Hume Pipe

Providing laying and fixing of 350 mm dia NP-3 Class Spigot Gule Hume Pipe

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. Stop Sign (Octagon) (90 cm height)

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. Hazard Markings (30 x 90 cms)

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. Zebra Crossing Ahead (90 cms Eqatriangle)

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. Accident Prone Zone (80 x 60 cms)

Retro-reflectorised Traffic sign as per IRC-67-2.12 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. Maximum Speed Limit Signs (60 cms Circular)

Providing & laying of hot applied Thermoplastic compound 2.5 mm. thick i/c 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 & free from streaks & holes.

Providing and fixing of Kilemeter stone, Hectometer stone and their painting and lettering etc. complete. as per direction of E/I.

Part-B 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)

Part-B 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)

Part-B 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)

Part-B 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)

Part-B 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)

DELTA ERECTORS PVT LTD (BID ID -5039152)

M/S R.R. ENTERPRISES (BID ID -5038023)

M/S GULAB AND COMPANY (BID ID -5037259)

ABHISHEK ENTERPRISES (BID ID -5038197)