Construction of a box culvert approach road and protective works at the site of the damaged culvert on the Uttar Tola link road in Deoria district

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. (Excluding Royalty). (Diversion of road) (Excluding GST)

Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge. DSR 15.3 (Excluding GST)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar DSR 15.7.4 (Excluding GST)

Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(Only labour) DSR 16.5 (Excluding GST)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material..Reference to MORT&H Specification 304 Sr No.15.01 (Excluding GST)

granular sub-base in Foundation Trenches as per Drawing & Technical Specification. Reference to MORT&H Specification 304 Sr No.15.03 (Excluding GST)

Plain Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORT&H Specification1500, 1700 & 2100 Sr No.15.11 (Excluding GST)

Reinforced Cement Concrete (Grade M25) for wall & slab etc. complete as per Drawing and Technical Specifications..Reference to MORT&H Specification 1500, 1700 & 2100 Sr No.15.12 (Excluding GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation/Wall/Slab complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1600 Sr No.15.13 (Excluding 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. Reference to MORT&H Specification 2706 & 2200 Sr No.15.14 (Excluding GST)

Drainage Spouts complete as per drawing and Technical specification. Reference to MORT&H Specification 2705 Sr No.15.17 (Excluding GST)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORT&H Specification 2702 Sr No.15.18 (Excluding GST)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORT&H Specification710.1.4.of IRC:78 & 2200 Sr No.13.5 (Excluding GST)

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge. (Excluding Royalty). (Excluding GST)

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401. (Excluding GST)

Providing, laying, WBM Grade-2 with 45-63mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled smooth roller 8-10 tonnes in stages to proper grade and camber, applying and brooming, stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per clause 405.2 (Including all taxes required & i/c hire charges of road roller) (Excluding GST)

Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading 3 as per clause 405.3 (Including all taxes required & i/c hire charges of road roller) (Excluding GST)

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 Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10) (Excluding GST)

Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10) (Excluding GST)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding GST)

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding GST)

Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. S.I.N0. 765 (Excluding GST)

Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253 (Excluding GST)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Reference to MORT&H Specification 2503 Sr No.16.01 (Excluding GST)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Reference to MORT&H Specification 2504 Sr No.16.05 (Excluding GST)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.Reference to MORT&H Specification 2504 Sr No.16.04 (Excluding GST)

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