Tender For Special Repair Work Of Ukhand Dehuli Road To Tirakara Daulatpur Road - Part-Aworkearth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To, Mainpuri-Uttar Pradesh

Tender For Special Repair Work Of Ukhand Dehuli Road To Tirakara Daulatpur Road - PART-AWORKEarth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Including All Taxes But Excluding GST 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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...Including All Taxes But Excluding GST 3 Providing and applying tack coat with Bitumen (VG-10)using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Including All Taxes But Excluding GST 4 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Including All Taxes But Excluding GST 5 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType C as per Technical Specification Clause 510.Including All Taxes But Excluding GST 6 Construction of un-reinforced, dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per drawing over a prepared sub base with 43 grade cement as per claus 1501.2.2 M 30 (grade) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixture of not less then 0.20cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed site form work (steel channel laying and fixing of 125 micorn thick polythine film wedges steel plates including leveling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate viobrators and finished in countinous operations including provision of contraction and expansion, construction joints applying primer sealent, dowel bars and construction joint, admixtures as approved curing of concrete slab for 14 days curing compound (where specified) and water finishing to ines and grade as per drawing and technical specification clause 1501.Including All Taxes But Excluding GST 7 1- The departmental road roller if spare, shall be made available to the contractor at site @ Rs. 2500 per day including POL charges, wages of driver and cleaner. If roller is kept idle due to non-availability of material or labour, recovery @ Rs. 2500 per day shall be made from contractor’s bill for idle period.

Sr No	CorrigendumDate	Corrigendum	CorrigendumType	NewSubmissionDate
1	06-03-2025	date6...	Date	11-03-2025
2	27-02-2025	cor3	Date	07-03-2025

INR 944 /-

INR 252000.0 /-

INR 25.20 Lakhs /-