Widening and Strengthening of Madari Mahdeiya Chakdah Shahpur Ramnagar Dhotiahwa Kajari Road (ODR) Ch 1.000 to 22.500 (With 5 Year Maintenance Charge) Lot No 1 of 1

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. As per MoRTH Specification 305.4.3 & S.No. 3.15 (i) (Including Labour Cess but GST will be paid extra as applicable)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 MoRT&H Specification 301 & Sr No. 3.06 (Including Labour Cess but GST will be paid extra as applicable)

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 MoRT&H Specification Ref. No. 305 & Sr No. 3.17 (Including Labour Cess but GST will be paid extra as applicable)

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 MoRT&H Specification-305 & Sr No. 3.16 (Including Labour Cess but GST will be paid extra as applicable)

Construction of granular sub-base by providing Close graded material (Grading-1), mixing in a mechanical mix plant at OMC, carriage of mixed 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 as per clause 401 & MoRTH S.No. 4.01 (B) (Including Labour Cess but GST will be paid extra as applicable)

Wet Mix Macadam- Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MoRTH Specification & Clause No. 406 & Sr No. 4.14A complete in all respect as per directions of Engineer-in-charge (Including Labour Cess but GST will be paid extra as applicable)

Primer Coat- Providing and applying primer coat with 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 & Clause No. 502 & Sr No. 5.01A (i) complete in all respect as per directions of Engineer-in-charge (Including Labour Cess but GST will be paid extra as applicable)

DBM Grade-II - Providing and laying dense graded bituminous macadam with 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.50 percent 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 & Sr No. 5.04 B. complete in all respect as per directions of Engineer-in-charge (Including Labour Cess but GST will be paid extra as applicable)

Tack Coat- Providing and applying tack coat with bitumen (VG-10) grade using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. As per MORTH Specification. & Clause No. 503 & Sr No. 5.02 (i). complete in all respect as per directions of Engineer-in-charge (Including Labour Cess but GST will be paid extra as applicable)

BC - Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity batch type hot mix plant (120TPH) using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 No. 5.05 B. complete in all respect as per directions of Engineer-in-charge (Including Labour Cess but GST will be paid extra as applicable)

PQC (M-35) - Construction of un-reinforced, dowel jointed, plain cement concrete pavement 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 MoRTH specification 602 & Sr No. 6.02. Using Batching Plant (Including Labour Cess but GST will be paid extra as applicable)

Construction of sub-grade and erthen shoulders 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 No. 305 & Sr No. 3.18 (For Pateri Work). complete in all respect as per directions of Engineer-in-charge (Including Labour Cess but GST will be paid extra as applicable)

Construction of sub-grade and erthen shoulders 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 No. 305 & Sr No. 3.18 (For Pateri Work). complete in all respect as per directions of Engineer-in-charge (Cartage earth) (Including Labour Cess but GST will be paid extra as applicable)

Earth work in excavation of foundation of structure as per drawing and technincal specification including setting out construction fo shoring and bracing, removal of stumps and others deleterious matter, dressing of sites and bottom and back filling with approved material. as MoRTH Specification 304 & Sl. No. 12.01 (i) (B) as per directions of Engineer-in-charge (Including Labour Cess but GST will be paid extra as applicable)

Plain cement concrete 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. As per CPWD DSR 2023 S.No. 4.1.6 (Including Labour Cess but GST will be paid extra as applicable)

Brick masonry work in Cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clause 1300 & S. No. 12.05 Brick masonery in 1:3 cement mortar (Including Labour Cess but GST will be paid extra as applicable)

Plain/Reinforced Cement Concrete (M20) in Open Foundation complete as per Drawing and Technical Specifications clauses 1500,1700 & 2100 & S. No. 12.08 (B) Using Batching Plant (Including Labour Cess but GST will be paid extra as applicable)

Pointing with Cement Mortar (1:3) on Brick work in Sub-structure complete as per Technical Specifications Clauses 1300 & 2200 & MoRTH Sr. No. 13.02 (Including Labour Cess but GST will be paid extra as applicable)

Back filling behind abutment wing wall & Returnwall Complete as per drawing & technical specification 710.1.4 of IRC 78 & 2200 & As per MoRTH S.I. No. 15.23 (Including Labour Cess but GST will be paid extra as applicable)

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 2706 & 2200 As per MoRTH S.I. No. 13.08 (Average Length 1.00mtr =1 No) (Including Labour Cess but GST will be paid extra as applicable)

Supply of 1000 mm dia Hume pipe NP-3 type. As per S.I.No. 458 -2003 Sr. No. 9 (Including Labour Cess but GST will be paid extra as applicable)

Laying & fixing of 1000 mm dia RCC Hume pipe NP-3 class length 2.50 m as per NSI No. 5 (a) ii ( Labour only) (Including Labour Cess but GST will be paid extra as applicable)

Plain/Reinforced Cement Concrete (RCC M-20) in Open Foundation complete as per Drawing and Technical Specifications 1500, 1700 & 2100 As per MoRTH S.I. 12.08 C Case-II Using Batching Plant (Including Labour Cess but GST will be paid extra as applicable)

Supplying, fitting and placing uncoated HYSD bar reinforcement in Foundation, wall and Slab-structure complete as per drawing and technical specifications 1600 As per MoRTH S.I. No. 12.42 (Including Labour Cess but GST will be paid extra as applicable)

Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024/सा०-113/23-1-2024-23-1099-113/2023 लोक निर्माण विभाग अनुभाग-1 दिनाक 16.01.2024 एवं कार्यालय प्रमुख अभियन्ता यातायात वर्ग लो०नि०कि लखनऊ का पत्रांक-388-सी-ओ०पी०आर०एम०सी०/मूल-23-24 दिनांक 17.02.2024. Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will be paid extra as applicable) 05 year maintenace of total consturction cost :- 1st year maintenace cost @ zero % and for second year @ 0.25%

3rd year maintenace cost @ 0.50 %

4th year maintenace cost @ 0.75 %

5th year maintenace cost @ 1.0 %

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