Tender For Repairing Of Link Road Danda To Kushalgarh. - Pc Area:- Water Bound Macadam (22.4-53) Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, , agra-Uttar Pradesh

Tender For Repairing Of Link Road Danda To Kushalgarh. - PC Area:- Water Bound Macadam (22.4-53) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100kn in stages to proper grade and camber, appling and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. gradding-3 as per technical specification MORD clause 405(3A) 2 Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using VG-30 bitumen 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 ofType C as per Technical Specification Clause 508. 4 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 5 Earth 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 (SI_ 253a) 6 Interlocking/C.C. Area:- Water Bound Macadam (22.4-53) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100kn in stages to proper grade and camber, appling and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. gradding-3 as per technical specification MORD clause 405(3A) 7 CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with @ 400KG per cum grade cement or any other type as per clause 1501.2.2 M 30 (grade) 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 fromwork (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, 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 Chapter 20_item-14) 8 Earth 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. the earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge (Carted Earth Beyoned 02 Km.) (AOR) 9 Class-150 (Non Modular) brick work in 1:6 cement and Coarse sandmortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (Chapter_6_Item_1) 10 Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. (Chapter_5_Item_6) 11 Other Work:- Providing & fixing & Hosting of Reflective Signs with a corrosion resistant 4mm thick aluminium compsite panel face to be fully covered with sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35x35x5mm of MS pole 100mm dia meter with wall thickness of 7.1mm weighing 20kg/m as per drawing even as per the colouring scheme as show in the drawing. (Rate Sanction as per Estimate) 12 Laying and fixing of 350mm dia N.P.-3 Hume pipe (Socket Hume pipe) including cost ofMaterial etc in proper position as directed by E/I including cartage of pipes/collars upto 100km distance including cost of pipes etc (AOR)

INR 3800 /-

INR 21.62 Lakhs /-

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