Tender For Construction Work Of Sewer And Road In Ghamhapur. - Construction Of Embankment With Material Obtained From Barropits, Construction Of Embankment With Approved Material Obtain From Barro Pits With A Lift Up To 1.50 M Transporting To Site Spreadi, varanasi-Uttar Pradesh

Tender For Construction Work Of Sewer And Road In Ghamhapur. - Construction of Embankment With Material Obtained from Barropits, Construction of Embankment with Approved Material Obtain from Barro Pits with a lift up to 1.50 m transporting to site spreading grading to required slope and compacting to meetrequirement to tables 300.1 and 300.2 with a lead up to 8000 m as per Technical Specification clause 301.5 Sr. no-3.4 MORD 301.5 2 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, a 4 Providing , laying spreading and compacting stone Agrigatesof specificsizes to water bound macadam specificationincluding spreading in uniform thickness , handpacking ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and 5 Brick edgeing on both side of road with 1st class brick 8cm wide 12cm deep laid with mud morter including all as per S.I.no765 6 Providing and applying primer coat with bitumen emulsion (SS1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 --1.00 kg per sqm using mechanical means as per Technical Specification Clause 5 7 Providing and applying tack coat withEmulsion (RS1) usingdistributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm - to 11.2 mm size of aggregates Mix Ratio 2:1either using penetration grade bitumen or Emulsion totherequired line, grade and level to serve as wearing c 9 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType C as per Technical Specification Clause 510 10 Providing and laying of hot applied thermoplastic compound 2.5 mm thick with all proper complition of work same as per MORT&H spec 8.13.803 market rate SOR Lucknow 11 S/Fixing of infomataryM.Ssign board Size (1.2x0.90) Made of 18 mm gauge M.S.Sheet fixed in ISA 40x40x5 mm frame supported in back side by 40x5 mm fiat iron on all four side along with two vertical pont of 2.15 mt from bottom of frame of angle iron ISA 40X40X5 mm with 150 mm long horizontal lag at bottom braded with 40x5 mm flat iron ellectrically welded and pointed with one coat red oxide primer S.S. NO. 503 12 Excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m and lead up to 30m. And including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m, from the foundation trenches including all T & P phowarah and basket etc. complete.S.I. No-251 13 Concrete with 4cm. GaugeStone ballast, sand of 1.25 F.M. and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the workSI No - 273 14 Providing and laying 350 mm Dia NP3 RCC hume pipe medium duty confirm to IS 458 : 2003 including collars / spigot jointed with stiff mixture of cement in the proportion of 1:2 including testing of joints all taxes transportation charges & contractor s profit etc. complete. 15 M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work.S.I. No-305 16 12 mm thickplaster withcement morter in proportion of 1:3 cement and sand of 1.25 F.M. over brick work minimum thickness not be less than 10 mm including supply of all material Labour andT& P etc . Required for proper copmpletion of the work.S.I. No-582 17 S FRC Medium duty men hole cover with frame 18 Providing and Fixxing 110 MM dai PVC Pipe Including All Complete .

INR 3743 /-

INR 1.02 Crore /-