Construction of Security Wall Security Hut Gate Culvert Approach Road Widening and Strengthening of Approach Road at 132 33 KV Sub Station Hetapatti Prayagraj

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)

Local 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)

Earth filling under floors and/or sub station area including cost of earth when obtained from 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)

Concrete with 4cm gauge stone ballast, coarse sand & cement in proportion of 12:6:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.02)

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 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. 5.23)

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 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 and approved coarse sand 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 (class-150) 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 structure for walls of one brick thickness including supply of all materials, labour & T&P etc. required for proper completion of work .( CSI 6.01+6.07+6.08)

First class brick (class-150) work in 1:4 cement and coarse sand (F.M. 1.8 to 2.5) mortar in superstructure including necessary cutting & moulding of bricks as required for half brick (115mm) thickness wall including supply of all materials, labour & T&P etc. required for proper completion of work (CSI 6.03+6.07+6.09)

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 & 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)

P/F 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)

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. 8.54)

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 bolts 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)

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)

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)

Add for extra labour and materials for plaster over rough face of one brick thick wall. (CSI No. 11.12)

Providing(12x15)mm sectiongroove in plaster including all material,labour & T&P etc. required for proper completion of the work. (CSI No. 11.16)

6 mm. thick plaster with 1:3 cement & coarse sand including labour, materials & T&P etc. required for proper completion of the work.(CSI No. 11.17)

3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumtion 0.044 bag/Sq.m.) (CSI No. 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 including 7.5 cm thick base concrete consisting of cement, coarse sand and 4cm gauge I class brick ballast in the proportion of 1:6:12 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. (CSI No. 12.01)

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 CC. (CSI No. 12.04)

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)

Same as in item no. 67 (CSI 13.01) above but for every coat after first coat.(CSI No. 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)

Painting one 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)

Same as in item no. 81 (CSI No. 13.22) above but for every coat of additional APEX or equivalent brand weather coat paint . (CSI No. 13.23)

Painting one coat with Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint (Paint and water in the ratio 1:1 by volume) over prepared and primed surface of cement concrete, cement plaster and bricks including all labour, material and T&P etc required for proper completion of the work, (preparation of base with Birla putty etc. and a coating of primer shall be paid extra) . (CSI No. 13.25)

Same as in item no. 74 (CSI No. 13.25) but for each additional coat of paint to give an even shade. (CSI 13.26).

White washing three coat including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 14.03)

Analysis of Rate for Construction of granular sub-base (GSB) by providing well graded Material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per the direction of Engineer In Charge. (Taking Output -300 Cum ) (CSI No. 18.17)

Analysis of Rate for providing, laying and spreading of graded stone aggregate water mixed macadam (WMM/WBM ) after mixing with water at OMC in mechanical mix plant , carriage of mixed material upto site by tipper, laying with 1 % PPC Cement and 3.5 % emulsion in uniform single layer on sub base /subgrade and compacting with road roller to acheive desired density complete as per the direction of Engineer In Charge. (Taking Output -225 Cum i.e. 495 Tonne )(CSI No. 18.18)

Analysis of Rate for providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 Kg Per Sqm on the prepared surface cleaned with hydraulic broom complete as per the direction of Engineer In Charge. (Taking Output -3500 SQM )(CSI No. 18.19)

Analysis of Rate for providing and laying dense bituminous macadam (DBM) with 100-120 TPH batch type HMP producing an average out put of 75 Tonne per hour using crushed stone aggregate of specified grading premixed with bituminous binder as per job mix , tranporting and placing the hot mix complete as per the direction of Engineer In Charge. (Taking Output -195 Cum i.e. 450 Tonne )(CSI No. 18.20)

Same as in item no. 18.07 above but in laying premix 4.0 cm thick. (CSI No. 18.08)

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) b) 300 mm dia RCC pipe

Boring holes 3.5 M deep below cut off Level in all types of strata including loose sandy strata under water requiring use of modified auger and cutting tools with gravity valves and removable casing pipe, if required, for proper completion of work with cost of all labour, material, T&P required. (CSI No. 21.01)(c) 400 mm Dia piles.

Cutting the bore hole for providing under ream of 2.5 times the dia. of pile upto 3.50 metre below the cut off leveling tools including cleaning the bore hole and including cost of all materials, labour and T&P etc. as may be required for proper completion of work. (CSI No. 21.02) (c) For 400 mm dia pile.

Providing and filling bentonite solution in pile bore under unstable and/or high water table soil conditions for retaining shape of bore 5 Kg of bentonite will be used in 100 Lt. clear water (Bentonite solution shall be used with continuous process of cirulation) including all material , labour , T&P etc. The measurement shall be done as per design dia. & depth of pile upto cut off level. (CSI No. 21.05)

Supply and fabrication of M.S. (tor) reinforcement cages for piles including cutting, bending, welding as per design and placing of the cage in the pile bore including cost of all material, labour,and T&P etc. as may be required for proper completion of the work including all incidental wastage. (CSI No. 21.06)

As in CSI No. 21.07 above but R.C.C. Work in 1:1.5:3 (CSI No. 21.08)

Extra for concreting in bore holes filled with water or bentonite solution (Bore under loose unstable/under water) by displacement method, using tremie pipe and including cost of 10%extra cement required over Normal 1:2:4 mix including cost of all labour & T&P etc. as may required for proper complete work. (CSI No. 21.09)

Cutting & chipping the piles top above the cut off level including bending & straightening the pile reinforcement as directed including cost of al materials, labour & T&P etc as may be required for completion of the work. (CSI No. 21.11 C) 400 MM dia)

Wiring point for light with 1.0 sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, complete with 1.5 sq. mm FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire, piano type switch and ceiling rose/angle/batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,as directed,including maching colour wash.(PWD ELE. SCH.2018,131C)

Same as item no. 153 (PWD ELE. SCH. 2018 131C) but for fan/fresh air fan.(PWD ELE. SCH.2018,133C)

Same as item no. 153 (PWD ELE. SCH. 2018 131C) but for plug.(PWD ELE. SCH.2018,134C)

S/F and concealing of 20mm thick PVC conduit pipe with ISI marked embossed and with PVC accessories confirming to IS 3419 for drawing wires duly sealed at joints original resin/adhesive to make the complete piping rigid, plastering with cement sand mortor finished to the level with matching colour wash including supply of all materials, labour and T&P etc.required for proper completion of the work.(PWD ELE. SCH.2018, 148A)

Supply and fixing of 2/3/4 ways round steel junction box confirming to ISS for 25mm dia 16 guage (1.5mm) thick steel conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover screwed as directed at site by Engineer-in-charge with supply of all material, labour & T&P etc. required for proper completion of work. (PWD ELE. SCH.2018,155)

Supply and fixing of switch box made up of SWG (1.5mm) thick M.S. sheet of 100x100x50mm size duly painted with red oxide primer and flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the E/I. (PWD ELE. SCH.2018,159)

S/F hexagonal fan box with hexagonal side approx. 80mm in length fabricated from 16 SWG M.S. sheet incorporating 10mm dia M.S. round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrangement with wiring conduit laid in the RCC roof before concreting along with supply of all materials labour and T&P etc. required for proper completion of work. (PWD ELE. SCH.2018,1149)

RAJESH KUMAR SINGH

M/S VIJAY BAHADUR