Construction of 4.0 M wide CC Approach road and Culvert at 220 132 33 KV Sub Station Kanduni Sitapur

Amount

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 trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01)

Sand filling in plinth including supply of necessary quantity of local sand from outside the UPPCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work.(CSI No. 4.05)

Clearing jungle including uprooting of rank vegetations,grass, bush, wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of UPPCL area cleared. (CSI No. 4.08)

Earth filling under floors and/or sub station area including cost of earth when obtained from with in 8 km outside UPPCL area including its roylaty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete.(CSI No. 4.10)

Concrete with 4cm gauge I class brick ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No.5.01 )

Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. (CSI no. 5.04a)

Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 3:1.5:1 including supply of all materials, labour,side shuttering if required and T&P etc. required for proper completion of work (CSI No. 5.21)

RCC work with cement, approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3 in slab, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P (CSI No. 5.24)

RCC work with cement, approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27)

RCC work with cement approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast like granite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in RCC pile caping, gantry walls/column foundations and RCC pedestals., excluding supply of reinforcement and its bending but including its fixing and binding the same with binding wire and including cost of all materials, binding wire, labour and T&P etc. required for proper completion of the work.(CSI No. 5.28)

First class brick work in 1:6 cement and coarse sand(F.M. 1.8 to 2.5) mortar in super structure for walls of one brick thickness.( CSI 6.01+6.07+6.08)

First class brick work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.03)

Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof work gates etc. wrought to required form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01)

TMT/Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor)(CSI No. 9.03)

12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.07)

4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work.without base PCC (CSI No. 12.04)

Straight over burnt bricks on edge floor laid dry, joints sand filled, including preparation of base to proper slope and its ramming including supply of all material labour & T&P etc. required for proper completion of the work. (CSI No. 12.09)

Supply of 80 mm thick I shaped mechanically compressed rubber mould inter locking cement concrete paver block manufactured by high pressure & controlled vibration machine having plan dimension 200X(160+120 mm) with minimum 5 mm thick toping of O.P.Cement mixed with 25% marble powder. The compressive strength of concrete pavers blocks shall not be less than 30 MPa & 4.5 Kg/No. including cost of all material, labour, T&P etc. required for proper completion of work as directed by Engineer-in-charge but excluding G.S.T. which shall be paid extra as per rules. (CSI No.12.24)

Painting or varnishing new iron work in small areas or new wood work with one coat of ready mixed priming paint and one coat of approved superior quality ready mix paint "Luxol" or equivalent brand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01)

As in item 19 above but for every coat after first coat. (CSI No. 13.02)

Laying cement concrete road slab consisting of 1 part cement 1.5 part approved coarse sand and 3 part approved 20 mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.13)

Filling of 20 mm. wide 100/150 mm. deep joint with coarse sand and saw dust mixed with hot bitumen etc. complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.14)

Providing and laying non-pressure NP3 class RCC pipes with collars with stiff mixture of cement mortar in the proportion 1:2 (1-Cement, 2-Coarse sand) including testing of joints including cost of all material, labour, T&P etc. required for proper completion of the work. (CSI No. 18.16) (a). 300 mm dia RCC pipe (CSI No. 18.16 b)

(b). 600 mm dia RCC pipe (CSI No. 18.16 c)

Arranging JCV Machine including cost of fuel along with Driver/Operator for dismantling work as per direction of Engineer - in - charge. Including all labour and T&P etc. required for proper completion of the work. (Material item no 21 h + 10% CP)

m/s krishna associates

HANUMANT CONSTRUCTION

UMESH TALWAR

S.R. Infraconstruction Pvt Ltd