Tender For Bridge Access Road And Additional Access Road On Chhoti Gandak River At Suaraha Ghat - Wbm Grading 3 Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Unif, kushinagar-Uttar Pradesh

Tender For Bridge Access Road And Additional Access Road On Chhoti Gandak River At Suaraha Ghat - WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means (Excluding GST) 2 Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surfacetreated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10).(Excluding GST) 3 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 2/3 part 13.2 mm (22.4 mm - 11.2 mm) and 1/3 part 11.2 mm (13.2 mm-5.6mm) nominal size stone grit using V-10 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. to be followed by seal coat of Type C as per Techincal Specification clause 506. (Excluding GST) 4 Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (I) Bitumen (S-90) (Excluding GST) 5 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)

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	20-02-2025	Date Corrigendum-964	Date	25-02-2025
2	24-02-2025	Date Corrigendum-1044	Date	27-02-2025

INR 2950 /-

INR 39.15 Lakhs /-