Civil Works for Construction of 02 Nos. 220 KV A.I.S. Bay for NCRTC at 220 KV Sub-Station Muradnagar, Ghaziabad

Amount

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 Metre and lead upto 30 metre and including filling, watering, and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation.(CSI No 4.01)

Cartage of ballast,Kankar,Coal, grit, earth or sand etc. including loading and unloading but excluding stacking at pucca roads. For 1st km. (CSI No. 3.01a)

Add to Earth work item (CSI No. 4.01 to 4.03) for every additional 30m lead or part thereof or for every additional 1.5m lift or part thereof. (CSI No. 4.04)

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

4.08-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)

4.10-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 roylty and carriage, loading/ unloading, spreading , watering, ramming in 20 cm layers and dressing of earth etc. for proper completion of the work . (CSI No. 4.10)

Concrete with 4cm gauge approved stone ballast, coarse sand (F.M. 2.9 to 3.2) and 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 of work. (CSI No. 5.02)

Concrete with 4cm gauge approved stone ballast, coarse sand (F.M. 2.9 to 3.2) and cement in proportion of 8:4:1.in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion of work. (CSI No. 5.04a)

Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 2.9 to 3.2) 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)

Concreting of 40 mm thick RCC trench covers in mild steel frame work with RCC 1:1.5:3 in Cement, coarse sand (F.M. 2.9 to 3.2) and 2cm gauge graded hard stone ballast with 3mm thick floating coat of neat cement finish on top of cover complete with all labour, materials and placing the same in proper position at required location of cable trench within the substation area. (CSI No. 5.18)

Cement concrete with 2cm gauge approved hard stone ballast, coarse sand (F.M. 2.9 to 3.2) 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)

Precast cement concrete door sills, chaukhats boundary posts, shelves and similar small work with cement approved coarse sand (F.M. 2.9 to 3.2) and 2 cm gauge graded approved hard stone ballast in the proportion 1:1.5:3, excluding reinforcement but including fixig the same in position including cost of all other material, labor and T&P etc. required for proper completion of work . (CSI No. 5.22)

RCC work with cement approved coarse sand (F.M. 2.9 to 3.2) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc in proportion 1:1.5:3 in lintels or bends and sun shade of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire,including necessary centering and smooth shuttering, including cost of all other materials labour and T&P etc. required for proper completion of work . (CSI No. 5.23)

RCC work with cement approved coarse sand (F.M. 2.9 to 3.2) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc 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 necessary centering and smooth shuttering, including cost of all other materials labour and T&P etc. required for proper completion of work . (CSI No. 5.24)

RCC work with cement approved coarse sand (F.M. 2.9 to 3.2) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc 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 necessary centering and smooth shuttering, including cost of all other materials labour and T&P etc. required for proper completion of work. (CSI No. 5.27)

RCC work with cement approved coarse sand (F.M. 2.9 to 3.2) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc in proportion 1:1.5:3 in RCC pile caping, gantry walls/column foundations and RCC pedestals excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including necessary centering and smooth shuttering, including cost of all other materials labour and T&P etc. required for proper completion of work. (CSI No. 5.28)

RCC work with cement approved coarse sand (F.M. 2.9 to 3.2) and 2 cm gauge graded approved hard stone ballast like grainite, quartzite etc in proportion 1:1.5:3 in RCC T beam-slab, column and RCC wall excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including necessary centering and smooth shuttering, including cost of all other materials labour and T&P etc. required for proper completion of work. (Only web of T or L beam shall be measured). (CSI No. 5.29)

Arranging and spreading 75 mm thick broken grit 20 mm (Granite stone) uniform for turfing over prepared base of C.C in 1:4:8(rate excluding cost of cc 1:4:8) including supply of all materials, labour and tools and plants etc. required for proper completion (CSI No. 5.31A)

Providing cement concrete with cement, approved coarse sand (F.M. 1.5 to 2.5) and 12 mm gauge down graded approved stone ballast in the proportion of 1:1.5:3 in the grouting of Edge and brackets of trenches including necessary centering and shuttering etc. including supply of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 26.02)

First class brick (class-150) work in 1:6 cement and coarse sand (F.M.2.9 to 3.2) 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 (class-150) work in 1:4 cement and coarse sand (F.M.2.9 to 3.2)mortar in foundation and plinth including supply of all materials, labour & T&P etc. required for proper completion of work (CSI No. 6.03)

First class brick (class-150) work in 1:6 cement and coarse sand (F.M.2.9 to 3.2) mortar in super structure (345 mm thick) including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01+6.07)

First class brick (class-150) work in 1:6 cement and coarse sand (F.M.2.9 to 3.2) mortar in super structure (230 mm thick) 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 (class-150) work in 1:4 cement and coarse sand (F.M.2.9 to 3.2) mortar in super structure (115 mm thick) including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.03+6.07+6.08+6.09)

Add for Extra labour, required centering and shuttering in items (6.00 to 6.06) but for First class brick work in arches or in well steining . (CSI. No. 6.11)

Add to all items of brick work in superstructure as extra for brick work in circullar pillars. (CSI No. 6.15)

Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand of (F.M.2.9 to 3.2) mortar in 1:6 including supply of all other materials, labour, removing mortar & cleaning of old & used bricks,T&P etc complete. (CSI No. 6.18)

2.5 cm. thick damp proof course of cement concrete consisting of 1 part cement 1.5 parts approved coarse sand (F.M.2.9 to 3.2), and 3 parts approved 12 mm. graded stone grit and also including liquid water proofing material as directed by the Engineer-Incharge in the proportions specified by the manufacturer, including supply of all materials, labour and T&P etc. (CSI No. 7.02)

25mm. thick cement concrete Coping in 1:2:4 cement, coarse sand and 12mm down graded stone grit in shape & smooth finish top as directed by the Engineer-in-charge including cost of all material, labour and T&P required for proper completion of work.(CSI No. 7.03)

As in item no 7.02 above but without water proofing material at top of walls before laying R.C.C slab including cost of all material,scafolding labour and T&P etc required for proper completion of work (CSI No. 7.04)

Supply and painting of 80/125 grade bitumen paint over roof or on wall @1.7 kg/sq.m. Including sweeping, cleaning the roof with brush, heating the paint to required temperature and supply of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 26.46)

Supply and fixing of 32 mm thick Indian Sal wood fully glazed door, window and ventilator shutter including supply and fixing of wooden cleats, stoppers and necessary screws and including fixing and adjustment of hinges bolts, locks, handles, springs and/or other fittings but excluding their supply and including fixing the glass panes with putty and necessary screws required for proper complition of work. (Glass panes to be 4 mm thick.). (CSI No.8.36)

P/F fully Anodized / powder coated heavy duty aluminium fixed glazing with HINDALCO or equivalent extruded standard sections14gauge (2.41mm thick) of various cross sections and joints mitred and jointed as per approved drawing including providing & fixing 5.5 mm thick toughened glass of MODI/ Sant Gobin or equivalent with Neoprene beading & aluminium glazing clips all around. The minimum thickness of anodizing on all aluminium sections should be 20 microns with a (+/-) 2 microns tolerance . The rate should include the cost of fixing the aluminum frame on Teak wood frame or finished wall (RB/RCC/Masonry) surface by means of 80 mm long approved counter sunk screws provided at 500 mm c/c or part there of starting from 100 mm above the bottom in vertical member and 100 mm from both the ends of horizontal top and bottom member excluding cost of Teak frame but including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.52)

Same as above item No. 8.52 but for openable, sliding or pivoting window shutter as shown in drawings, including cost of Aluminium hinges,pivots of heavy quality if required and all other fittings like concealed tower bolts, handles etc of approved sample & quality and including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.53)

Same as above item No. 8.52 but for openable sliding or pivoting gate/door portion as shown in drawings including cost of hinges and Aluminium fittings like tower bolts, handles, stoppers, push plates, brass body with brass component 6 levers cocealed lock etc of heavy & approved quality and including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.54)

S/Fixing of double action floor springs of approved quality and make as per approved sample including cutting in floors / RCC slabs and grouting the same with C.C. & finishing the surface properly as and where required under aluminium doors as per direction of Engineer-in-charge. including cost of all other material, labour, tools & plants etc. complete. (CSI No. 8.55)

Supply and fixing brass polished hydraulic door closure of Godrej or equivalent approved make & quality its fixing and adjustment with the help of screws, nuts and bolts including supply of all labour, T & P etc. required for proper completion of the work. (CSI No. 8.60)

Mild steel or Iron work of small sizes and sections such as Holding down bolts, Holdfasts tie rods, gratings etc. (When not included in an overall rates) wrought to required shape, form including supply of steel bolts, nuts, wastage etc. and their fixing charges and welding, required for proper completion of the work including cost of steel (which shall be arranged by the contractor). (CSI No. 9.00)

Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record racks , roof work , window / boundary grill or railing and T/F Rail 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, lobour and T&P required for proper completion of work . (CSI No. 9.01)

TMT or 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 separately.(CSI No. 9.03)

Providing M.S. Frames work, rack ,Trench covers and edging etc with M.S. angles and M.S reinforcement including cutting, bending and welding as per approved drawing. The rate is including cost of all labour, materials etc. as required for proper completion of the work. (CSI No. 9.20)

Supply of 28 mm dia M.S. Anchor bolts (conforming to IS 266) 900 mm. Long with base plate (75x75x6mm) welded with anchor bolts inclduing its threading upto a length of 100 mm and also supply of a pair of standard nuts with threading including supply of 6mm thick washer size 75x75 mm and cost of labour material and T&P etc. required for proper completion of the work. Bolt, nuts & washers shall be hot dipped fully galvanized as per relavent IS Code. (CSI. No. 9.12)

Supply of 32 mm dia M.S. Anchor bolts (conforming to IS 266) 900 mm. Long with base plate (75x75x6mm) welded with anchor bolts inclduing its threading upto a length of 100 mm and also supply of a pair of standard nuts with threading including supply of 6mm thick washer size 75x75 mm and cost of labour material and T&P etc. required for proper completion of the work. Bolt, nuts & washers shall be hot dipped fully galvanized as per relavent IS Code. (CSI. No. 26.42)

Fixing and grouting 32/28 mm anchor bolts in proper alignment level and setout with help of a template complete including supply of all labour & T&P etc. required for proper completion of the work.(labour rates only) . (CSI No. 9.13)

Supply of 25 mm dia. M.S Anchor bolts (conforming to IS-266) 500 mm long with base plate (50x50x6 mm) welded with anchor bolts, including its threadng up to a length of 100 mm and also supply of a pair of standard nuts with threading including supply of 10mm thick washer size 75x75 mm and cost of labour material and T&P etc. required for proper completion of the work. Bolt, nuts & washers shall be hot dipped fully galvanized as per relavent IS Code. (CSI No. 9.14)

Fixing and grouting 25 mm dia & below size M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (CSI No. 9.15)

Placing / Fixing of template in position, level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (CSI No. 9.31)

Same in item 9.31 above but for auxiliary structure. (labour rate only). (CSI No. 9.32)

Extra labour for making all type of nosing by forging requred for grill and gates etc . (CSI No. 26.45)

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)

Add for extra labour to all items of plaster if done in ceiling. (CSI No. 11.10)

Rough cast finish to plasters of different mortars,add extra to plaster items. (CSI No. 11.11)

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

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

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

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)

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 over base concrete rates including supply of all materials, labour and T&P etc, required for proper completion of the work. but excluding cost of base concrete.(CSI No. 12.02)

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)

Providing and fixing glass strips of 3.15 mm thickness & 25mm depth in joints of floor and skirting at the time of laying floors, flush with floor level including supply of all materials, labour& T&P etc. completion required for proper completion of work. (CSI No. 12.13)

Providing and fixing glass strips of 3.15 mm thickness & 35mm depth in joints of floor and skirting at the time of laying floors, flush with floor level including supply of all materials, labour& T&P etc. completion required for proper completion of work. (CSI No. 12.14)

Providing and laying floor of 10 mm thick vitrified tiles(Premium Quality)(Double charge) in flooring or skirting of approved brand (kajaria, somany,Bell, Johnson or equi. make) size of 600x600 mm of approved shade, colour and pattern , laid over base cement mortar 1:4 mix including finishing the joints with white cement mixed with pigment to match the shade of tile including cost of all material, labour and T&P required for pr (CSI 12.18A)

Providing and laying of 20 mm thick granite ( black/ brown) in flooring or skirting ,of approved shade, colour,size and pattern , laid over base cement mortar 1:4 mix including finishing the joints with white cement mixed with pigment to match the shade of granite floor including cost of all material, labour and T&P required for proper completion of the work, as per direction of Engineer incharge. (CSI No.12.20A)

Extra for making edge moulding to 20mm thick Granite stone counters, vanities etc in proper shape and size as per direction of E/I . Including machine policing to give high gloss finish complete.(CSI No.12.20B)

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 13.01 above but for every coat after first coat. (CSI No. 13.02)

As in item 13.01 above but for every coat on previously painted old wood or iron work as required, for proper completion of work. (CSI No. 13.03)

One priming coat and one coat oil bound acrelic distemper on new work including supply of all materials,labour and T&P etc. required for proper completion of the work. (CSI No. 13.08)

As in item 13.08 but for every coat after the first coat. (CSI No. 13.09)

As in item 13.08 but for every coat on previously old oil bound distempered surface. (CSI No. 13.10)

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 painted surface 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)

Finishing walls with water proof exterior emulsion paint of APEX ULTIMA (ASIAN)/Weather Shield Max (ICI) or equivalent brand on already well prepared new wall surfaces over one coat of under coat primer (ICI) followed by One coat at Apex/Weather shield Max emulsion paint to give an even shade including thorough washing with water as per direction E/I including cost of all material labour & T&P required for proper completion of work. (CSI No. 13.22)

Same as in item no 13.22 above but for every additional coat of Weather Shield Max/APEX Ultima or equivalent brand weather paint complete with all respect . (CSI No. 13.23)

Same as in item 13.22 but for each coat of Weather Shield Max/APEX Ultima or equivalent brand weather paint on previously treated surface. (CSI No. 13.24)

Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (CSI No. 13.28)

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metres. (CSI No. 15.01)

Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-Incharge within a distance of 60 metres. (CSI No. 15.03)

Dismantling existing plaster including disposal of refuse as directed by the Engineer-I/C within a distance of 60 M. (CSI No. 15.11)

Dismantling of existing pale / security / chain link fencing including post and stacking properly as per direction of the Engineer - in - charge. Including all labour and T&P etc. required for proper completion of the work. (CSI No. 15.13)

Dismantling of existing R.C.C. Gantry/ Auxiliary foundation with the help of mechanical means in switchyard including disposal of refuse/ debris as per direction of Engineer - in - charge. Including all labour and T&P etc. required for proper completion of the work. (CSI No. 15.15)

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber & consolidating with road roller including making good the undulations etc.& re-rolling the sub grade & disposal of surplus earth with lead upto 50 metres. (CSI No. 18.01)

Laying cement concrete road slab consisting of 1 part cement 1.5 part 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. 18.12)

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- 150 mm dia RCC pipe

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

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)c- 450 mm dia RCC pipe

Brick soling with first class bricks on Edge including preparation of sub grade to prescribed camber and including supply of birck filling joints with fine sand by spreading and blinding over entire surface of brick soling as per direction of E/I including cost of material, labour and T&P etc. required for proper completion of work. (CSI No. 26.84)

Providing and Laying 100 mm thick factory made vibrated Interlocking CC tile M-35 grade over prepared subgrade with 50 mm thick fine sand layer making joints filled properly and finished in proper level and alignment including cost of all material, labour and T&P required for proper completion of work as per direction of E/I. (CSI No.26.86)

Providing and Laying 80 mm thick factory made vibrated Interlocking CC tile M-35 grade over prepared subgrade with 50 mm thick fine sand layer making joints filled properly and finished in proper level and alignment including cost of all material, labour and T&P required for proper completion of work as per direction of E/I. (CSI No.26.87)

40 mm thick brick tile work 115 mm deep with 1:3 mortar in expansion joints of C.C. road slab as per direction of E/I. including cost of all material, labour and T&P required for proper completion of work . (CSI No. 26.91)

Finishing the surface of C.C. Road slab with the help of power trowel after dewatering of road slab and finishing with pre blended cementations floor hardener (Product Dr. Fixit Piditop 333) as per the specification provided by the department, rate including all labour, material and T&P etc. required for proper completion of work as per direction of E/I. (CSI No. 26.93)

Providing and installation of non clog (sludge) type 5HP self priming monoblock /Submrsibll AC supply pump motor set of KSB or equivalent make having 50 mm dia suction and delivery and having discharge not less than 400 LPM also including supply and fixing LandT or equivalent make auto starter with push button, ampere metre, voltmeter, HRC fuse kitkat, 3 no. indicator lamp etc. fixed on panel board of (600x600) mm size including grilling, cutting, holes and S/F bolts, nuts, washer, packing and electric wiring etc. complete and also including testing and running of pump set complete, including cost of all material, labour and TandP required for proper completion of work. (CSI No. 19.37)

Providing and fixing 50 mm. Size C.I. Foot valve of heavy quality with nut, bolts, rubber packing etc. including cost of all material, labour and TandP etc. required for proper completion of work. (CSI NO.19.38)

Providing and fixing 80 mm. Size C.I. Foot valve of heavy quality with nut, bolts, rubber packing etc. including cost of all material, labour and TandP etc. required for proper completion of work. (CSI NO.19.39)

Boring hole 3.5 m. deep below the cut-off level in sandy or clayey soil including clearing of the bore upto cutoff level, all loose materials and disposing the excavated earth as directed including cost of all materials, labour and T&P etc. as may be required for proper completion of the work. (a) For 300 mm Dia Pile (CSI NO 21.01)

Boring hole 3.5 m. deep below the cut-off level in sandy or clayey soil including clearing of the bore upto cutoff level, all loose materials and disposing the excavated earth as directed including cost of all materials, labour and T&P etc. as may be required for proper completion of the work. (b) For 400 mm Dia Pile (CSI NO 21.01)

Cutting the bore hole for providing under ream of 2.5 times the dia of pile up to 3.50 metre below the cut off level including cost of all material, labour and T&P etc. as may be required for proper completion of the work . (a) For 300 mm Dia Pile (CSI No 21.02)

Cutting the bore hole for providing under ream of 2.5 times the dia of pile up to 3.50 metre below the cut off level including cost of all material, labour and T&P etc. as may be required for proper completion of the work . (b) For 400 mm Dia Pile (CSI No 21.02)

Extra for every additional metres boring work as described in item no. 21.01 above but beyond 3.50 metre below the cut off level. (a) For 300 mm Dia Pile (CSI No 21.03)

Extra for every additional metres boring work as described in item no. 20.01 above but beyond 3.50 metre below the cut off level. (b) For 400 mm Dia Pile (CSI No 21.03)

Cutting the bore hole for providing under ream of 2.5 times the dia of pile beyond 3.50 metre cut off level including cost of all material, labour and T&P etc. as may be required for proper completion of the work. (a) For 300 mm Dia Pile (CSI No 21.04)

Cutting the bore hole for providing under ream of 2.5 times the dia of pile beyond 3.50 metre cut off level including cost of all material, labour and T&P etc. as may be required for proper completion of the work. (b) For 400 mm Dia Pile (CSI No 21.04)

Providing and filling bentonite solution in pile bore under unstable and or high water table soil condition for retaining shape of bore, 5 kg. of bentonite will be used in 100 litres clear water (Bentonite solution shall be used with continuous process of circulation) including all materials, labour and T&P etc. the measurement shall be done as per design dia and 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 if required as per design and placing of the cage in the pile bore including cost of all materials, labour and T&P etc. as may be required for proper completion of the work including all incidental wastage. (CSI No. 21.06)

Cutting and chipping the piles top above the cut off level including bending and straightening the pile reinforcement as directed including cost of all material, labour and T&P etc. as may be required for proper completion of the work . (a) For 300 MM dia Pile (CSI No 21.07)

Cutting and chipping the piles top above the cut off level including bending and straightening the pile reinforcement as directed including cost of all material, labour and T&P etc. as may be required for proper completion of the work . (b) For 400 MM dia Pile (CSI No 21.07)

R.C.C. work with cement, approved coarse sand, and 2 cm. Gauge approved stone ballast in 1:1.5:3 proportion for concreting in pile including cost of all materials, labour and T&P etc. required for proper completion of the work. Measurements of work will be done according to design diameter and depth of the pile up to cut off level under reamed concrete shall be measured as per IS 2911 part 2.(CSI No 21.15)

Extra for concreting in bore hole filled with water or bentonite solution (bore under loose unstable/under water) by displacement method using trimming pipe and excluding cost of 10% extra cement as required for the normal 1:1.5:3 mix including cost of all materials, labour and T&P etc. as may be required for proper completion of the work. (CSI No. 21.17)

Providing and fixing 80mm dia B-class TATA /JINDAL HISAR make) ISI marked G.I. Pipe complete with G.I. specials as bends, tee, socket cross, clamps, etc. Earth work including filling the trenches etc. required for proper completion of the work. The rate also includes concealed G.I. fitting where required, cutting and making good the walls etc. including cost of all materials, labour TandP etc complete (External work). (CSI No.24.17)

Providing and fixing 50 mm dia B-class TATA /JINDAL HISAR make) ISI marked G.I. Pipe complete with G.I. specials as bends, tee, socket cross, clamps, etc. Earth work including filling the trenches etc. required for proper completion of the work. The rate also includes concealed G.I. fitting where required, cutting and making good the walls etc. including cost of all materials, labour TandP etc complete (External work).(CSI No.24.15)

Providing and fixing of P.V.C. pressure pipe (6 Kg/sq.cm.) for water supply mains with specials such as tee, bend, socket, elbow etc. including cutting of pipe wherever necessary and including excavation of trenches (450x600) mm for laying the pipe line and including its back filling after testing the pipe line including watering, ramming etc. complete including disposal of surplus earth from the site up to 100m as per direction of E/I including supply of all material, labour, TandP etc. required for proper completion of work. (A) 110 mm dia P.V.C. pipe (CSI No. 24.47A)

Providing and fixing 110 mm dia PVC Pipe of 6Kg. Per sq.cm.pressure wit specials for rain water in Buildings as per dir. Of E/I complete(CSI No 24.51) .

Supply and Fixing bright/matt finished stainless steel hinge 100mm of approved quality & make with necessary screws etc complete in all respect.(CSI No. 26.13)

Supply and Fixing bright/matt finished stainless steel hinge 125 mm of approved quality & make with necessary screws etc complete in all respect.(CSI No. 26.14)

Supply and Fixing bright/matt finished stainless steel handle 100 mm of approved quality & make with necessary screws etc complete in all respect. (CSI No. 26.16)

Supply and Fixing of IS : 12817 marked stainless steel Tower Bolt 4" long with stainless steel screws etc. complete in all respect. (CSI No. 26.19)

Providing and fixing mineral Fibre Board modular False Ceiling in USG or Armstrong or equivalent make as approved by Architect in regular edge Mineral textured tiles with approved surface pattern of size 600mmx600mm having Noise reduction Co-efficient 0.5-.06 , light reflaction over 75% Relative Humidity 95% , Suspension system of true lock exposed grid system with 15mm wide flanges of white color , fixed to the structural soffit by Butterfly clip hangers, suspenstion wires & anchor fastener as per the manufacturer's specification. Suspension wires to be provided at every 600mm c/c with two nos of ties on each anchor fastener , perimeter trim of Truelock wall angle in white color secured to wall at 450mm maximum centre. The work to be completed as per direction E/I. (CSI No. 26.30)

P/F Chicken Mesh of 22 gauge and 20 mm Hexagonal size over roof/wall in cement concrete/Mortar with 10 cm. over lapping with the help of U nails. as per direction of E/I. including cost of all materials, labour T&P etc. required for proper completion of work.(CSI No. 26.56)

Providing Gola 100 x 100 mm. in C.C. 1:2:4 with cement, coarse sand and stone aggregate 10 mm down grit including finishing with cement mortar 1:3 as per standard design. (CSI No. 26.62)

Applying two coat of Dr. Fixit pidicrete URP with cement slurry of one parts of Dr. Fixit pidicrete URP (covering area of urp - 2.00 to 2.2 Sqm/Kg) and 1.5 parts of cement on Horizontal and vertical damp surface. Before application clean the surface with wire brush or scrubber to remove hidden dirt, loose particles, laintance and dust, degrease the surface by using suitable solvent thoroughly saturated the surface with portable water but at the time of application water should not be accumulated at any place as per direction of E/I including supply of all materials , labour and T&P etc required for proper completion of work. (CSI No. 26.64)

Contouring of Sub-station with help of leveling instrument/total station instrument & staff including plotting of trees and structure if any including preparation of contour plan in 6 copies including marking periphery including all labour, supervisor, instrument, T&P materials complete as per direction of Engineer I/C. (CSI No. 26.190)

S/F of 36 watt to 46 watt indoor recess mounting LED square fitting for armstrong ceiling having powder coated die cast aluminium housing body with extended heat sink and diffuser of special polycarbonate material and driver set complete in all respect . (PWD1406 CAT-AAA)

Wiring point for light with 1.5 sq. mm. FR PVC insulated multistrand single copper conductor cable in PVC conduit pipe concealed in the wall, 14 SWG copper PVC coated Earth continuity wire, and approved quality, piano type switch ceiling rose/angle/batten holder as per approved sample on 3mm thick phenolic laminated bakelite sheet etc. of matching shade with wall colour complete in all respect. (PWD138C)

Wiring point for fan/fresh air fan with 1.5 sq. mm FR PVC insulated multistrand single core copper conductor cable PVC conduit pipe concealed in the wall, 14 SWG copper earth continuity wire and approved quality, piano type switch & ceiling rose as per approved sample on 3mm thick phenolic laminated backelite sheet etc. of matching shade with wall colour complete in all respects as per direction of E/I . (PWD 140C)

Wiring point for plug with 1.5 sq. mm FR PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall 14 SWG copper earth continuity wire and approved quality type switch and socket as per approved sample etc. of matching shade with wall colour complete in all repects as per direction of E/I. (PWD 141C)

Supply and wiring of submain with two number 2.5 sq.mm FR PVC insulated 1100 V grade multistrand single core copper conductor cable in 25 mm dia heavy duty (2 mm thick) PVC conduit concealed in wall complete with one number 1.5 sq.mm FR PVC insulated multistrand copper conductor cable as earth continuity wire etc. complete in all respects . (PWD 1307C)

Supply and wiring of submain with two number 4 sq.mm FR PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy duty (2 mm thick) PVC conduit concealed in wall complete with one number 2.5 sq.mm FR PVC insulated multistrand copper conductor cable as earth continuity wire etc. complete in all respects. (PWD 216C)

Supply and wiring of submain with two number 6 sq.mm FR PVC insulated 1100 V grade multistrand single core copper conductor cable in 25 mm dia heavy duty (2 mm thick) PVC conduit concealed in wall complete with one number 4 sq.mm FR PVC insulated multistrand copper conductor cable as earth continuity wire etc. complete in all respects. (PWD 217C)

S/F of 6/10/16/20/25/32 Amp. MCB of approved make and as per sample approved by E/I (10KA) . (PWD1002 CatA)

S/F surface/flush mounting 4 ways SPN distribution board without MCB complete in all respect as per direction of E/I. (PWD 1022A Cat B)

Supply and fixing of power plug with 15A/240V V flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. box of 175mmx 100mmx50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. (PWD 1139)

Supply and Fixing hexagonal/round G.P. fan box of approved make made up of 1.0 mm thick ISI Marked G.P. sheet spot welded Four to Eight holes of 25.4 mm for pipe entry of the box . Holes should be semi-shuttered type with 0.5 mm G.P. Sheet made upper & lower cover duly screwed fitted with 300 mm round zink coated M.S. Bar X 12 mm & brand name should be embossed . Fixing with wiring conduit laid in the R.C.C. roof before concreting along with supply of all material , labour , T&P etc. required for proper completion of the work . (PWD 1149)

Supply and fixing of switch box made up of SWG (1.5mm) thick M.S. sheet of 100x100x65mm 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. (PWD159)

Same as item No. 159 as above but of 175x100x65mm size .(PWD 161)

Same as item No. 159 as above but of 200x250x65mm size . (PWD 162)

S/F of electronic fan regulator 120-280 V. ISI marked, on the existing switch board including making connections, required material, labour, T&P etc. for proper completion of work to the satisfaction of E/I of work . (PWD 1203A)

One priming coat and one coat floor paint on top of trench cover(inside building premises) with one coat of ready mixed priming floor paint and one coat of approved superior quality ready mix floor paint "Indigo" or equivalent brand ( including supply of all materials,labour and T&P etc. required for proper completion of the work. (CSI No. 26.76)

As in item 26.76 above but for every coat after first coat. (CSI No. 26.77)

S/F of 63 Amp DP Isolator.(CAT-A) . (PWD1005B)

MODERN CONSTRUCTION COMPANY

K.G. CONSTRUCTION