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Tender For Renewal Works Against Financial Incentive Under Pmgsy 2023-24Rj-13-Fi-04/2023-24 Nit No 01/Pmgsy-Financial Incentive/2024-25, sarmathura-Rajasthan

Government Departments has published Tender For Renewal Works Against Financial Incentive Under Pmgsy 2023-24Rj-13-Fi-04/2023-24 Nit No 01/Pmgsy-Financial Incentive/2024-25. Submission Date for this Tender is 13-08-2024. Uniform Tenders in sarmathura Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

44406435
Corrigendum : Tender For Renewal Works Against Financial Incentive Under Pmgsy 2023-24Rj-13-Fi-04/2023-24 Nit No 01/Pmgsy-Financial Incentive/2024-25
Open Tender
Indian
Rajasthan
Sarmathura
13-08-2024

Tender Details

Tender For RENEWAL WORKS AGAINST FINANCIAL INCENTIVE UNDER PMGSY 2023-24RJ-13-FI-04/2023-24 NIT No 01/PMGSY-Financial Incentive/2024-25- 1 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201. By Mechanical Means In area of non-thorny jungle 2 SH-2 to Chandrawali 3 Nadanpur leelothi road to kurgma 4 Madanpur Village to gopalpura 5 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per MoRD Specification Clause 301.5 6 SH-2 to Chandrawali 7 Nadanpur leelothi road to kurgma 8 Madanpur Village to gopalpura 9 Construction of granular sub-base by providing well graded material,spreading in uniform layers with Tractor Mount Grader on prepared surface,mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRD Specification Clause 401. For Grading IIIMaterial 10 SH-2 to Chandrawali 11 Nadanpur leelothi road to kurgma 12 Madanpur Village to gopalpura 13 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRD specification Clause 1906. 14 SH-2 to Chandrawali 15 Nadanpur leelothi road to kurgma 16 Madanpur Village to gopalpura 17 Providing,laying,spreadingandcompactingstoneaggregatesofspecific sizes to water bound macadam specification including spreading in uniform thickness,handpacking,rollingwithsmooth wheelroller80-100kNin stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to therequireddensityGrading3 asperMoRDSpecificationClause 405.using Crusher borken aggregate (A) By Manual Means 18 SH-2 to Chandrawali 19 Nadanpur leelothi road to kurgma 20 Madanpur Village to gopalpura 21 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503. 22 SH-2 to Chandrawali 23 Nadanpur leelothi road to kurgma 24 Madanpur Village to gopalpura 25 Providing,layingandrollingof open-gradedpremixcarpetof 20mmthicknesscomposed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen oremulsiontorequiredline,gradeandleveltoserveas wearingcourseona previously preparedbase,includingmixingin a suitableplant,layingandrolling 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 MoRD Specification Clause 508.Case - IIBy Mechanical Means Bitumen (VG-30) 26 SH-2 to Chandrawali 27 Nadanpur leelothi road to kurgma 28 Madanpur Village to gopalpura 29 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specifiedlevels, grade and cross fallusing Type A, TypeB and Type Casper MoRD Specification Clause 510 By Mechanical Means Case - II:Type B Bitumen (VG-30) 30 SH-2 to Chandrawali 31 Nadanpur leelothi road to kurgma 32 Madanpur Village to gopalpura 33 ReinforcedcementconcreteM15 gradekilometre stone/local stoneof standard design asperIRC:8 fixinginpositionincludingpainting andprinting, etcas per drawing and MoRD Specification Clause 1703 34 SH-2 to Chandrawali 35 Nadanpur leelothi road to kurgma 36 Madanpur Village to gopalpura 37 Providingand fixingof typicalPMGSYinformatory signboard withLogoasper MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600mm size,riveted over weldedM.S.angleiron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200mm x150mm size riveted over weldedM.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mmx 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5mm size. Welding of all the sheets over angleiron frame willbe doneneatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. 38 SH-2 to Chandrawali 39 Nadanpur leelothi road to kurgma 40 Madanpur Village to gopalpura 41 Construction ofun-reinforced, without dowel bar, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant,near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compoundand water finishing to lines and grade as per drawingand MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments 42 SH-2 to Chandrawali 43 Nadanpur leelothi road to kurgma 44 Madanpur Village to gopalpura

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 12-08-2024 rate analises Other 13-08-2024

Key Value

Document Fees
INR 3000 /-
EMD
INR 113940.0 /-
Tender Value
INR 56.97 Lakhs /-
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