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Tender For Corrective Work For Black Spots In Vasundhara And Bavasa Population Area Located On Tundla Etah Road In The Financial Year 2024-25. (Long Term) - Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Excavation For, etah-Uttar Pradesh

Public Works Department has published Tender For Corrective Work For Black Spots In Vasundhara And Bavasa Population Area Located On Tundla Etah Road In The Financial Year 2024-25. (Long Term) - Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Excavation For. Submission Date for this Tender is 17-03-2025. Road Work Tenders in etah Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

48180512
Tender For Corrective Work For Black Spots In Vasundhara And Bavasa Population Area Located On Tundla Etah Road In The Financial Year 2024-25. (Long Term) - Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Excavation For
Open Tender
Indian
Uttar Pradesh
Etah
17-03-2025

Tender Documents

Tender Details

Tender For Corrective Work For Black Spots In Vasundhara And Bavasa Population Area Located On Tundla Etah Road In The Financial Year 2024-25. (Long Term) - Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tipper trimming bottom and side slops in accordance with requirements of lines, grades and cross-section, and transeporting to the embakement location with a lift upto 1.5m and lead upto 1000 m as per Technical Specification Clause 302.3Excluding GST 2 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.Excluding GST 3 W B M Grade-2Providing Laying Spreading and Compacting Stone aggregates of 45-63mm to water bound macadem 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/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 2 as per Technical Clause 405(2)Excluding GST 4 W B M Grade-3Providing, laying, spreading and compacting stone aggregates of 22.4-53mm 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 aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3)Excluding GST 5 Primer CoatProviding and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechincal means as per Technical Specification Clause 502Excluding GST 6 Tack CoatProviding and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on Primed/Granular surface cleaned with Hydraulic broom as per Technical Specification Clause 503Excluding GST 7 20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/midified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 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 Type-C as per Technical Specification Clause 508.Excluding GST 8 Seal Coat Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.Excluding GST 9 CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.Excluding GST 10 Construction of Subgrade and Earthen ShouldersConstruction 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. 300-2Excluding GST 11 Bituminous Concrete Grading-IIProviding and laying bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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 respectsExcluding GST 12 Dense Graded Bituminous Macadam Grading -IIProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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 MoRT&H specification clause No. 505 complete in all respects. But Excuding GST.

Key Value

Document Fees
INR 766 /-
EMD
INR 130000.0 /-
Tender Value
INR 13 Lakhs /-

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