UNDER THE INFRASTRUCTURE FUND, CONSTRUCTION WORK OF CC ROAD FROM KALBHAIRAV TEMPLE CHAURAHA IN WARD KALBHAIRAV OF VARANASI CITY AREA VIA SHRI RAMESH KESARI HOUSE NUMBER-K-7/5 TO SHANKAR GUPTA HOUSE NUMBER-5/66 LOCATED ON RAJGHAT VISHESHWARGANJ ROAD.

Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

Raising & Repairing of Manhole 9'' thick wall of internal size 60x60 cm with M-150 brickwork in 1:3 cement and coarse sand mortar and 12 mm thick internal plaster with cement mortar of 1:4 (1 cement : 4 coarse sand ) and struck pointing on top of 1:2 (1 Cement : 2 C. Sand) mortar upto 30cm height. including opening & refixing of existing manhole cover & cleaning of site. All work shall be executed as per direction of E/I.

Construction of gully pit of internal size 0.60x0.60x0.90 mtr all material , labour ,T&P with 9'' thick class 150 brickwork in 1:3 cement and C. Sand mortar with 75mm thick foundation concrete 1:6:12 ( 1 cement : 6 C. Sand : 12 brick ballast 4 cm gauge) below 75mm thick brickwork bed in 1:3 (1 cement : 3 C. Sand ) Mortar, 12 mm thick internal plaster of 1:4 mortar (1 Cement : 4 C. Sand) including RCC precast frame gully grating with all complete. backfilling and disposal of extra earth. The work shall be executed as per drawing/ direction of E/I.

Raising and repairing of HDP 9'' thick wall of internal size 30x30 cm with M-150 brickwork in 1:3 cement and coarse sand mortar and 12 mm thick internal plaster with cement mortar of 1:4 (1 cement : 4 coarse sand ) upto 30cm height. including opening & refixing of existing manhole cover & cleaning of site. All work shall be executed as per direction of E/I.

Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil . pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :

(a) 150 mm diameter

(b) 300 mm diameter

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

(a) 150 mm diameter

(b) 300 mm diameter

Earth work in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20') in depth and earth work in embankment 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. The earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m ('100') distance as directed by the E/I.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing and Laying separation Membrane of impermeable plastic sheeting 125 micron thick as per direction of engineer in charge.

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in-charge. Cement concrete prepared with batch mixing machine.

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)

Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.

Disposal of excavated surplus earth upto 5km distance including loading, unloading, cartage etc complete including all labour and T&P etc. required for proper completion of the work