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Tender For Pachewar Nagar Thadi Lambaharisingh Jharli Uniyara Khurd Road Km 32/0 To 35/0 And 37/0 To 40/0 (Risk And Cost) - Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, malpura-Rajasthan

Public Works Department has published Tender For Pachewar Nagar Thadi Lambaharisingh Jharli Uniyara Khurd Road Km 32/0 To 35/0 And 37/0 To 40/0 (Risk And Cost) - Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm. Submission Date for this Tender is 11-04-2025. Road Work Tenders in malpura Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

48558527
Tender For Pachewar Nagar Thadi Lambaharisingh Jharli Uniyara Khurd Road Km 32/0 To 35/0 And 37/0 To 40/0 (Risk And Cost) - Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm
Open Tender
Indian
Rajasthan
Malpura
11-04-2025

Tender Details

Tender For Pachewar Nagar Thadi Lambaharisingh Jharli Uniyara Khurd Road Km 32/0 To 35/0 And 37/0 To 40/0 (Risk And Cost) - 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. In area of Non throny jungle 2 Dismantling of cement concrete pavements by mechanical means using pneumatictools breaking to pieces not exceeding 0.02 cum in volume and stock piling atdesignated locations and disposal of dismantled materials upto a lead of 1000 m,stacking serviceable and unserviceable materials separatel 3 Construction of un-reinforced, without dowel bar, plain cement concretepavement, thickness as per design, over a prepared sub base, with 43 gradecement or any other type as per Clause 1501.2.2 M30 (Grade), coarse andfine aggregates conforming to IS:383, maximum size of coarse aggregatenot exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cumcapacity and appropriate weigh batcher using approved mix design, laid inapproved fixed side formwork (steel channel, laying and fixing of 125 micronthick polythene film, wedges, steel plates including levelling the formwork asper drawing), spreading the concrete with shovels, rakes, compacted usingneedle, screed and plate vibrators and finished in continuous operationincluding provision of contraction and expansion, construction joints, applyingdebonding strips, primer, sealant, near approaches to bridge/culvert andconstruction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as perdrawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments 4 Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as perTechnical Specification 5 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406.beyond 20th km 6 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503. 7 Providing, 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 either Type A or Type B or Type C as per MoRD Specification Clause 508. Waste plastic @ 8% bitumen. case-ii by mechanical means bitumen VG-30 8 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 MoRD Specification Clause 510 Case-ii :type B Bitumen (VG-30) 9 Providing and filling joint sealing compound as per drawing and mordspecificationwith coarse sand and 6% bitumen by weight 10 Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 Ordinary km stone (precast) 11 Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 200m stone (precast) 12 Maintenance of Road Furnitures Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamelpaint as per IRC specifications Ordinary Kilometre Stone 13 Providing and fixing of typical PMGSY informatory sign board with Logo as per 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 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly 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. 14 Providing and Erecting typical Citizens information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. ofplates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done asper approved drawing and MoRD Specification Clause 1700 15 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 III Material. 16 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.

Key Value

Document Fees
INR 500 /-
EMD
INR 50920.0 /-
Tender Value
INR 25.46 Lakhs /-
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