Varanasi Development Authority Tender

Sand filing in subbase including supply of necessary quantity of sand from a distance not exceeding 8 km from the site of work and including watering dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work.

Earth work in cuting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 0.5 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100") lead. as directed by the E/I.

Disposal of excavated earth to the lead of 1 Km from site as directed by E/I.

Supply of GSB closed graded for grade-1 including spreading compacting the same GSB specification including spreading in unifrom thicknes, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and bromming stone screening/binding materials to fill up the interestices of coarse aggregate, watering and compactiong to the required density. (All quantity taken in loose) (Analysis Attached)

Providing and laying prime coat with bitumen emulsion on prepared WBM/existing surface.

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor controll to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH Specification clause No. 505 complete in all respect.

Providing and laying Bituminous Concrete with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with 60/70 (VG-30) bituminous binder @ 5.4 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor controll to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH Specification clause No. 507 complete in all respect.

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Providing and laying of Rubber moulded (Red Color) Interlocking concrete block pavements having thickness 80mm including leveling and dressing of surface to required level & slope, spreading & moisting 30m thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504.

Providing and laying of Rubber moulded (Grey Color) Interlocking concrete block pavements having thickness 80mm including leveling and dressing of surface to required level & slope, spreading & moisting 30m thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification

K.C. DRAIN WORK

Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5m and lead upto 30m and including filling watering and ramming of excavated earth into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 m from the foundation trenches including all T&P, Phowarah and basket etc. Complete.

Supply of GSB closed graded for grade-1 including spreading compacting the same GSB specification including spreading in unifrom thicknes, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and bromming stone screening/binding materials to fill up the interestices of coarse aggregate, watering and compactiong to the required density. (All quantity taken in loose)

M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants etc. required for proper completion of work.

Construction of KC drain with precast CC blocks size 370x 250 mm laid in flat position (37.5 cm in length) and kerb stone (30.00 cm in length) including supply of all material, labour and T&P etc complete and also including 1:6:12 base concrete with cement, fine sand and 4 cm gauge brick ballast.

12mm thick plaster with cement mortar consisting of 1 part cement and 4 part of approved coarse sand minimum thickness no be less than 10mm including supply of all materials, labour and T&P etc. required for proper completion of the work.

Deduction of rates of 1:6:12 base concrete with cement, fine sand and 4 cm gauge brick ballast to be used in KC Drain.

SEWER/WATER LINE WORK

Excavation by manually or mechanically up to 0.00-1.50 m below G.L.. for laying sewer/water line, in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, leveling by manually or mechanically, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches. (Excavation for Manhole is included in manhole item and not to be paid under this item) for 350 mm dia Pipe. (A.R.)

Providing and fxing 75 mm nominal outer dia CPVC Pipe having thermal styability for hot and cold water supply ,.including all cpvc plain and brass threaded fitting. Including jointing of pipes and fitting with one step CPVC solvent cement,treenching,refilling & testin of joints complete as per direction of E/I.. external work.

Supply and fixing of 75 mm dia D-joint including supply on material labour and tool and plants etc required for proper completion of work. (Previous Sanctioned rates)

Providing & erecting 2m height temporary barracading at site as per drawing / direction of E/I which includes writing & painting arrangement of traffic diversion such as traffic signal during construction at site for day & night glow lamps , reflecting sign msrking flags caution tape as directed by E/I . the barracading provide shall be retained in position at site continuosly i/c shifting of barracading from one location to another location as many times required during the execution of entire work till its complition . rate includes its maintenance of damage painting all includes labour material equipment and work required to execute job. the barracading shall not be removed prior approval of E/I.

Carting and laying of 350mm dia RCC hume pipe NP3 class and specials from store to the site of work .laying of the same pipe in to the trenches in depyh up to 0.00 to 1.50m below the ground level, true to alignment chocking the point laying sewer pipe with rubber ring and jointing materials including excavation of the below invert level of pipe and testing of laid pipe line complete excluding the cost of excavation of earth and refilling of trenches from ground level to invert level of pipe. (AR)

Supply of GSB closed graded for grade-1 including spreading compacting the same GSB specification including spreading in unifrom thicknes, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and bromming stone screening/binding materials to fill up the interestices of coarse aggregate, watering and compactiong to the required density. (All quantity taken in loose)

Supply of 350mm dia RCC hume pipe NP3 including collars spigot jointed

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth for manholes With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.15.1 With 20x20 mm square bar