Construction of 01 No. 220 KV AIS Bay, 01 No. 220 KV Hybrid Module Bay and 01 No. 220 KV Bus Coupler Bay, Road and Partition wall for NCRTC at 220 KV S/s Modipuram, Meerut.

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)

Add to Earth work item (SI 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)

Sand filling in plinth including supply of necessary quantity of fine 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)

Levelling and dressing and making proper slopes including cutting and filling of earth upto a depth 100mm if so required including all labour T&P etc. required for proper completion of the work . (CSI No. 4.11)

Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.8 to 2.5) & 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)

Concreting of 40 mm thick RCC trench covers in mild steel frame work with RCC 1:1.5:3 in Cement,Chopan coarse sand (F.M. 1.8 to 2.5) 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. 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 granite, 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 granite, 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 granite 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)

Same as item no 5.15a in RCC pile caping, gantry walls/column foundations and RCC pedestals but in the proportion 1:1.5:3. (CSI No. 5.28)

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 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 1:4 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)

First class brick work in 1:6 cement and coarse sand (F.M.1.8 to 2.5) mortar in super structure including necessary cutting and moulding of bricks as required and also including honeycomb brick work, thickness of wall not to be less than 1.5 brick. including supply of all materials, labour & T&P etc. required for proper completion of work (CSI No. 6.01+6.07)

First class brick work in 1:6 cement and coarse sand (F.M.1.8 to 2.5) mortar in super structure including necessary cutting and moulding of bricks as required and also including honeycomb brick work, for one brick thick wall. 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)mortar in in super structure including supply of all materials, labour & T&P etc. and also including honeycomb brick work, thickness of wall one brick thick required for proper completion of work (CSI No. 6.03+6.07+6.08)

Brick work in foundation & plinth with old dismantled bricks (supplied by department free of cost) and coarse sand of F.M. 1.8 to 2.5 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)

Removal of cement mortar from dismantled bricks and stacking in countable position at place as directed by the Engineer in charge, including cost of all labour and T&P required for proper completion of work. (CSI No. 6.22)

2.5 cm. thick damp proof course of cement concrete consisting of 1 part cement 1.5 parts approved coarse sand (F.M.1.8 to 2.5), and 3 parts approved 12 mm. graded stone grit and also including liquid water proofing material as approved by the Engineer-Incharge in the proportions specified by the manufacturer. (CSI No. 7.02)

Supply and fixing of chromium polished iron fitting with screws for doors and windows etc. (a) L-Drop 16 mm dia 12" long

Supply and fixing of chromium polished iron fitting with screws for doors and windows etc. (f) Tower bolt 6" long

Supply and fixing of chromium polished iron fitting with screws for doors and windows etc. (i) M.S Hinges 5" long 4inches long hingeg in Win

Supply and fixing of chromium polished iron fitting with screws for doors and windows etc. (j) M.S Hinges 3" long 3inches long hingeg in Door

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)

As in item 9.01 above but when steel is to be provided by the department. (CSI No. 9.02)

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)

As in item 9.03 above but when steel is provided by the Department. (CSI No. 9.04)

Supply of 28 mm. dia M.S. Anchor bolts (conforming to IS 266) 900 mm. long with base plate (75x75x6mm) welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanized standard nuts with threading including supply of 5 mm thick washer and cost of labour, material & T&P for proper completion of work(CSI No. 9.12)

Fixing and grouting 52/40/32/28 mm 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-226) 500 mm long with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work. (CSI No. 9.14)

Fixing and grouting 25 mm dia 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)

Providing M.S. Frames work, rack etc for R.C.C. Trench covers and edging 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)

Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. required for proper completion of the work but excluding cost of C.C. (labour rates only) . (CSI No. 9.30)

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)

Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). (CSI No. 9.33)

Fabrication of template for main gantry foundation including cost of all labour, and T&P etc. required for proper completion of the work. Steel shall be arranged by contractor free of cost. This template shall be property of contractor.(Labour rate only). (CSI No. 9.35)

Same as above item no. 9.35 but for auxiliary foundations. (CSI No. 9.36)

Making expansion joints with 24 gauge Aluminium sheet in walls with necessary cutting shaping of bricks if any & covering joints by 10 mm Ply wood , 150 mm wide. (CSI No. 10.08)

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

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)

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)

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)

Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (CSI No.11.18)

Making drip coarse (25x12) mm in 1:2 cement and coarse 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 consumption 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 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. 12.02)

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)

First class 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. 12.07)

Supply of 80 mm thick I shaped mechanically compressed 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.12.23)

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 including its sand papering,rubbing and cleaning as required, for proper completion of work. (CSI No. 13.03)

One priming coat and one coat oil bound 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)

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 including one coat of undercoat primer ICI or equivalent, including through 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 13.22 above but for every coat of additional APEX or equivalent brand weather coat paint . (CSI No. 13.23)

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 cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer In-charge within a distance of 60 metres. (CSI No. 15.05)

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 of sub grade / sub base in proper shape and camber in required width by rolling with road roller in layer of 20 cm. and compaction the same to the optimum moisture content complete for laying brick soling including cost of labour and T&P etc. required for proper completion of work but excluding cost of earth work which shall be paid separately.

Cutting of Road Slab 6 mm wide and 40 mm deep with the help of special cutting tool like stone cutter including cleaning and filling joint with 85/25 grade bitumen after heating bitumen at required temp. Rate including cost of all labour, T&P etc. required for proper completion of work.

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,finishing with TRIMIX machine ,concrete hardner (Dr Fixit Piditop 333) 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)

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) a- 300 mm dia RCC pipe

Cartage of ballast,Kankar,Coal grit or sand etc. including loading and unloading but excluding stacking at pucca roads.For 1st km.

Supply of HIT-HY 200-R 500/2 Chemical (resin and hardener) and drilling hole with double flute type drill bits / hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air. filling resin and hardener using serrated nozzle to eliminate mixing error, air bubbles and proper fixing of bars as per direction of Engineer In charge.(B) Rebaring of 16mm Dai Bar

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.

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) (b) 300 mm Dia piles.

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.

Extra for every additional depth of boring work as described in item No.21.01 above but beyond 3.50 Metre below the cut off level. (CSI No. 21.03)(b) For 300 mm dia piles.

Extra for every additional depth of boring work as described in item No.21.01 above but beyond 3.50 Metre below the cut off level. (CSI No. 21.03)(c) For 400 mm dia piles.

As in item N0. 21.02 above but for under reaming beyond 3.50 Metre below the cut off level. (CSI No. 21.04)(b) For 00 mm dia piles.

As in item N0. 21.02 above but for under reaming beyond 3.50 Metre below the cut off level. (CSI No. 21.04)(c) For 400 mm dia piles.

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)

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)(b) For 400 mm dia pile.

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) For 400 mm dia pile.

R.C.C. work with cement, approved coarse sand 2cm gauge approved stone ballast in 1:1.5:3 proportion for concreting in all type of piles including labour & material for proper completion of the work. Measurement of work be done according to design diameter and depth of pile upto cut off level. Under reamed concrete shall be measured as per IS 2911 Part II (CSI No. 21.08)

Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose/ angle/batten holder on 3 mm thick phenolic laminated backelite sheet etc., complete in all respect, as directed including matching colour wash.

Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sqmm. PVC insulated single core aluminium conductor cable in PVC Conduit pipe concealed in the wall, complete with 8 SWG GI earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm thick phenolic laminated backelite sheet etc complete in all respect, including, matching colour wash.

Wiring point for plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC Conduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch and socket etc. complete in all respect including matching colour wash.

Supply and fixing of 2/3/4 ways round PVC junction box confirming to ISS for 25 mm dia. PVC conduit. concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of all the material, labour and T&P required for proper completion of work

Supply and fixing of switch box 175x100x65 mm size of approved make made up of 1.0 mm thick ISI Marked G.P.sheet All 4 corners folded & spot welded for screw and holes plugged with PVC Nylon Caps . Two or more holes for pipe entry of 25.4 mm on upper and lower sides of the box. Holes shuld be semi-shuttered type and fitted with heavy brass Earth Piller duly screwed & brand name should be embossed. Box 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 Engineer in charge.

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 coted M.S Bar X 12 mm & brand name should be embossed. Fixing with wiring conduit laid in the R.C.C. roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work.

Supply and laying of 25m heavy duty- PVC conduit pipe (2mm thick) with bends and other acessories as required and 14 SWG fish steel wire etc in slab along with reinforcement before concreting and plastering etc, complete in all respect.

Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal modular socket switch on concealed M.S box including supply of all material, labour T&P etc. required for proper completion of work.

Supply and fixing of LED Tube Light batten fitting suitable for up to 1 X 22 watt LED tube light on surface complete in all respect. CAT- AAA

S&F surface/flush mounting 4 ways SPN distribution board without MCB complete in all respect,as directed at site by Engineer in charge. CAT- A

S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve-CAT A

Same as in item No 95 But Supply and fixing of switch box 100 x 100 x 50 mm size

SUPPLY AND FIXING OF 3 BLADE CEILING FAN 1200 MM OF HAVELLS OR EQUIVALENT INCLUDING ALL MA TERIAL, T&P ETC REQUIRED FOR PROPER COMPLETION OF WORK AS APPROVED BY ENGINEER IN CHARGE.( CSI NO. 28.39)

Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm for with special such as Tee, bend, socket, elbow etc including supply of all labour,material,T & P etc complete required for proper completion of work. (CSI No. 26.17)

Dinesh kumar jindal

BIMAL RAJ