Construction Security Wall Gate Security Hut and Approach Road at 132 KV Sub Station Gharighat Gonda

Amount

Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 M and lead upto to 30 M and including filling watering and ramming of excavated earth in to the trenches or into the space between the building and sides of the foundation work. (CSI 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 within 8 km outside UPPCL area including its roylty and carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No. 4.10)

Levelling and dressing and making proper slopes including cutting and filling of earth upto a depth 100 mm if so required including all labour T&P etc. required for proper completion of the work. (CSI 4.11)

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 of the work. CSI 5.01

Concrete with 4cm gauge stone ballast, coarse sand (F.M.1.8 to 2.5) & cement inproportion of 8:4:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI 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 4:2:1 including supply of all materials, labour,side shuttering if required and T&P etc. required for proper completion of work. (CSI No. 5.06)

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 in proportion 1:2:4 in lintels of doors and windows, 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. 5.10)

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 in proportion 1:2:4 in lighter beams i.e. having span upto 6m , 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. 5.12)

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 lighter beams i.e. having span upto 6m , 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. 5.25)

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 grainite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3 in RCC T beam-slab and column , 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. 5.29)

First class brick work in 1:6 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. 6.01)

First class brick work in 1:6 cement and coarse sand (F.M.1.8 to 2.5) mortar in Super Struture for walls of one brick thickness including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01+6.07+6.08)

First class brick work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortor in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work (CSI 6.03)

First class brick work in 1:4 cement and coarse sand (F.M.1.8 to 2.5) mortar in Super Struture for walls of one brick thickness including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.03+6.07+6.08)

First class brick work in 1:4 cement and coarse sand (F.M.1.8 to 2.5) mortar in Super Struture for walls of (1/2) half brick thickness including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.03+6.07+6.09)

Supply and fixing of 32 mm thick single leaf flush door shutter ( boiled water resistance, phenol maldehide resin bonded, hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and other fittings but excluding their supply including all materials, labour & T&P etc. required for proper completion of work. (CSI No. 8.57)

Supply and fixing Anodized Aluminium Door fittings like 2 no 150 mm handles,2 no 250 mm tower bolt, 1 no stopper and 1 no 12 mm belan including all materials, labour & T&P etc. required for proper completion of work. (CSI No. 8.61)

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 or Iron 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 authorised overlapping shall be measured. (steel shall be arranged by the contractor. (CSI 9.03)

Providing and Fixing barbed iron wire fencing including stretching, fixing into the post including all labour, materials and T&P required for proper completion of work. the weight of hot dipped GI barbed wire having 12 SWG - 2 ply wires and 4 point ordinary barbs @ 150 mm (approx) C/C should be 100 gm per Meter. (CSI No. 9.07)

Providing and fixing steel glazed window and ventilators of standard rolled Mann or Mahavir steel sections conforming to IS 7452-1974 as per drawing joints metered & welded with 100x14x3.15 mm holdfast embedded in cement concrete block 15x10x10 cm. Size of 1:3:6 proportion I.E. First part of cement 3 part of approved coarse sand & 6 part of graded stone (aggregated 20mm. Nominal size) S/F of glass panes of plain pin headed 4mm. Thick nuts glazing clips and special putty of approved make complete and including a cost of red oxide paint. The fabrication should conform to I.S.1038-1975. (Aluminum beading with rubber packing included). (CSI No. 9.17)

P/F Concertina coilfencing with required dia. 600 mm upto 3 M height of wall between existing angle iron ‘Y’ shaped placed 2.4 M or 3.0 M apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary golts or G.I. barbed wire tied to angle iron all complete ( No. of rounds will be 7 to 8 in one Meter length) as per direction of Engineer I/C with reinforced barbed tape (R.B.T.)/ Spring core (2.5mm thick ) wire of high tensile strength of 165 kg/Sqmm with tape ( 0.52 mm thick ) of supreme make or equivalent and weight 43.478 gm/meter ( cost of MS angle, C.C. blocks shall be paid separately).(CSI No. 9.37)

12mm thick plaster with cement mortar inproportion 1:4 cement and coarse sand of 1.8 to 2.5 fineness modulus over brick work minimum thickness not to be less than 10 mm including supply of all materials, labour and T&P etc required for proper completion of the work. (CSI 11.07)

12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),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. 11.09)

S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cement mortar in plaster or concrete work in the proportion as recommended by the manufacturer.(CSI No. 11.15)

Making drip course (25x12) mm in 1:2 cement and course sand including supply of all materials, labour and T&P etc required for proper completion of work. (CSI No. 11.19)

3mm thick floating coat of neat cement finish including supply of all materials, labour and T&P etc. required for proper completion of the work.( including cost of cement), cement consumption 0.044bag/Sq.m.(CSI 11.20)

2.5 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 CC (CSI No. 12.02)

First class brick 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 12.07)

Painting or varnishing new iron work in small areas or new wood work with two coat of ready mixed priming paint and two 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 13.01 + 13.02)

Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer of ICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/C including cost of all material, labour, T & P etc required for proper completion of work. (CSI No. 13.20)

Applying BIRLA PUTTY or equivalent putty on previousaly bila putty smoothen surface over one cost of water base cement primer of ICI or equivalent brand for smoothining and leveling of the surface as per requirement and direction of E/I including cost of all material , labour and T&P required for proper completion of work.(CSI No.13.21)

Painting Two coat with APEX or equivalent brand weather coat paint on new wall surfaces (well prepared with Birla putty and one coat of primer ICI or equivalent which shall be paid separately) including thorough washing with water including cost of all materials, labour, T&P required for proper completion of work. (CSI No. 13.22+13.23)

Laying cement concrete road slab consisting of 1 part cement 1.5part approved coarse sand and 3 part approved 20mm 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 600 mm dia 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. 18.16c)

M/S SMM INFRATECH PVT Ltd