Construction of connecting road from Markandey Mahadev Ghat to Sangam Ghat along the river Ganga in Village - Kaithi, Tahsil - Sadar, Distt. - Varanasi

Amount

Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto 1.5m in all kinds of soil.

Excavation of ordianry soil/sandy loam, clay or sand including lift upto 1.5 meter and lead upto 30 meter and including filling, watering, ramming of excavated earth into the trenches or upto the space and sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30 meter from the trenches.

Earth work in filling of soil by power transport including lead upto 1.0 Km. with manual compaction and dressing complete as directed by engineer in charge.

Supplying and laying of Geo textile sheet made of 240 GSM woven multifilament polypropylene yarn behind boulder stepping as filter including preparation of surface, all cost of material, labour and T&P complete.

Supply and installation of Renomattress of 0.17 m height made of mechanically woven, double twisted, hexagonal shaped steel wire mesh as per IS16014:2012, MORTH clause 2500 of required sizes, Mesh type 6x8 with mesh opening tolerances-o+2%, Mesh wire dia 2.2/3.2mm (ID/OD), (Zn+Polymercoated), mechanically edged / selvedged, with partition at 1 m interval and shall have minimum10 number sof mesh openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), placing at indicated places in dry condition at easily accessible location as per direction of Engineer including cost of boulder, tools, plant, labour etc. complete in all respect, carrying the material from nearest approach with all leads & lifts, manpower & machinery, materials, labour etc. complete as per detailed technical specification sand as directed by Engineer - In - Charge.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wiremesh Gabion Boxes as per IS16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of±2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200mm, as per drawing, all complete as per direction of Engineer-in-charge. (Note:-Excluding supply of boulders, cost will be paid in separate item.)

Supply & Installation of Gabion Fascia Units with integrated tail as reinforcement of length 2m that is made of mechanically woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 10x12, Mesh wire dia 2.7/3.7mm (ID/OD), (Zn+Polymer) coated, Mechanically edged / selvedged. Polymer coating shall have abrasion resistance. Abrasion test, in accordance with the procedure described in par. 4.1.2.1 of EN60229:2008, with a vertical force of the steel angle of 20N : after 100,000 cycles the polymer coating shall not expose the metal wire.

Supplying & laying of drainage composite for use behind walls, between two different fills, along side drains of road, below concrete lining of canals etc. Geo composite for planar drainage, realized by thermo bonding and raining core in extruded monofilaments with two filtering non woven geotextiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.2 mm, with two filtering UV stabilized polypropylene non woven geotextile of minimum thickness of 0.75mm characteristic opening size (090) of 110 micron and tensile strength of 8.0KN/m that will be working as separation or protecting layer, geo composite having in plane flow capacity of 2.1L/(m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 18 kN/m, with mass per unit area of 740gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer incharge.

Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement as per MORTH 3100 and IRC113, made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius corresponding to 12 % strain.

Providing and fixing of seating benches as per approved design and drawing and specification in all complete as per direction of Engineer In Charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould ,laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of pave blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge.

Supply and filling of stone boulder 150mm to 200mm for Gabion structure complete in all respect as per direction of Engineer-in-charge.

Providing and installation of street light complete in all respect.

Providing, laying and jointing PVC pipes conforming to IS:13592 TypeA, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion of 150 mm diameter.

Providing and fixing unplasticised-PVC moulded fittings / accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 TypeA, including jointing with seal ring conforming to IS:5382, leaving 10mm gap for thermal expansion.

160 mm dia coupler

160 mm dia bend 87.5 degree

Construction of well type fall for drainage of Rain water.

Earth work in excavation in foundation including all lead and lift complete.

P/L C.C. 1:3:6 with Hard stone grit 20-40 mm size and coarse sand including all cost of material, labour and T&P.

1st class brick masonary work in C.M. 1:4 with coarse sand including cost of all material, labour and T&P.

12mm thick cement plastering on brick masonary with 1:4 C.M. including cost of all materials, labour T&p etc.

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete.

P/L R.C.C. 1:1½:3 with Dalla grit 12-20 mm size and coarse sand including cost of all materials,labour T&p etc.

Supplying 8 BWG G.I.wire crate of size 2.00 X 1.50 X 1.00 m and mesh size 0.20 x 0.20 m for Launching apron including all cost of material, labour and T&P etc.

Supplying and dumping stone boulder in G.I.wire crate of size 2.00X1.50X 1.00 m, in Launching Apron including all cost of material, labour and T&P.but excluding cost of G.I.wire crate.

Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge.

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadem specification including spreading in uniform thickness, hand picking, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening/binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 1 material 53-9.5 mm complete in all respect as per technical specification clause - 404.

S.P.R.U INFRATECH PRIVATE LIMITED