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Tender For Maintenance Work Of The Remaining Part Of Km-02 In Village Barda - Clearing & Grubbing Road Land Including Uprooting Wild Vegetation,Grass, Bushes,Shrubs , And Trees Of Girth Upto 300 Mm Removal Of Stumps Of Such Trees Cut Earlier And Disposal , mahoba-Uttar Pradesh

Panchayat Raj Department has published Tender For Maintenance Work Of The Remaining Part Of Km-02 In Village Barda - Clearing & Grubbing Road Land Including Uprooting Wild Vegetation,Grass, Bushes,Shrubs , And Trees Of Girth Upto 300 Mm Removal Of Stumps Of Such Trees Cut Earlier And Disposal . Submission Date for this Tender is 21-08-2025. Road Work Tenders in mahoba Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

50471185
Tender For Maintenance Work Of The Remaining Part Of Km-02 In Village Barda - Clearing & Grubbing Road Land Including Uprooting Wild Vegetation,Grass, Bushes,Shrubs , And Trees Of Girth Upto 300 Mm Removal Of Stumps Of Such Trees Cut Earlier And Disposal
Tender
Indian
Uttar Pradesh
Mahoba
21-08-2025

Tender Documents

Tender Details

Tender For Maintenance Work Of The Remaining Part Of Km-02 In Village Barda - Clearing & Grubbing Road Land Including Uprooting Wild Vegetation,Grass, Bushes,Shrubs , and Trees of Girth upto 300 MM Removal of Stumps of Such Trees cut Earlier and 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 Technical Specification Clause 201. 2 Providing, laying, spreading and compacting stone aggegates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 3 Providing, laying, spreading and compacting stone aggegates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 4 Laying Brick Soling layer on prepared sub-grade with brick on end edging according to lines, grade and cross- section shown on the drawing filling joints with sand and earth, spreading 25mm thick lay of earth over brick soling, watering and rolling the samewith three wheeled road roller 80-100 KN per Technical Specification Clause 412. 5 Providing and applying primer coat with bitumen emulsion SS-1 on prepaired surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per Technical Specification Clause 502. 6 Providing and applying tack coat with bitumen VG-10at the rate of 0.35 kg/sqm on the prepaired surface cleaned with hydraulic broom as per Technical Specification Clause 503. 7 Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6 mm aggregate 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. 8 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType A or Type B or Type C as per Technical Specification Clause 508. 9 Construction of shoulder with approved materials excavated from roadway sides in cutting or filling lift upto 1.50m with normal lead upto 50m. spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.20 as per technical specification clause 301.5. 10 Construction of un- reinforced, dowel jointed at expansion and construction joint only, 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 not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and approprite weigh batcher using approved mis design, laid in approved fixed side formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levellingthe formwork as per drawing), spreading the concrete with shovels, rakes, composed using needle, screed and plate vibrators and finised in continuous operation including provision of contraction and expansion, construction joint applying debonding strips, primer sealant, dowel bars, near approaches to bridge/culvert and construction joint, admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified) and water finished to lines and grade as per drawing and Technical Specification Clause 1501. 11 S/F of marble stone with letter writing and photography

Key Value

Document Fees
INR 4262 /-
EMD
INR 33808.0 /-
Tender Value
INR 16.90 Lakhs /-

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