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| 1 | 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 UPPTCL area cleared. |
| 2 | Dismantling brick work or stone work in lime or cement mortar andincluding stacking of materials as directed by theEngineer-in-charge within a distance of 60 metres. |
| 3 | Dismantling reinforced cement concrete or reinforced brick work,including stacking of dismantled materials as directed by theEngineer-Incharge within a distance of 60 metres. |
| 4 | Dismantaling doors and windowschowkhatsincluding stacking of materials as directed by Engg-in-Charge within a distance of 60 meters. ) |
| 5 | Dismantling existing plaster including disposal of refuse asdirected by the Engineer-I/C within a distance of 60 M. |
| 6 | Dismantling of existing damaged Mud Faska over the roof. Cleaning the surface with wire brush, removal and disposal of rubbish at adistace 100 Meters also including the cost of cleaning and stacking of usable materials etc., including all labour, material required for proper completion of work. |
| 7 | Dismantling corrugated iron & asbastas roof sheet andstacking of materials as directed by Engg-in-charge within a distance of 60 mtrs. |
| 8 | Dismantling of griders, trusses and other steel works including stcking of materials as directed by Engg-in-charge within a distance of 60 mtrs. |
| 9 | Charges of Crane for well sinking TATAP & H 325 or equivalent with 0.75 M³ grab with average diesel consumption 18 lt. per hours, mobil 1 lt. for every 5 hours running. |
| 10 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 meter (5ft) and lead upto 30 meter (100 ft.) 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 trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 Meters (100Ft.) from the foundation trenches. |
| 11 | Concrete with 4cm gaugestone ballast, coarse sandand cement in proportion of 12:6:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. |
| 12 | 1st Class brickwork in 1:6 cement and coarse sand. mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 13 | Same as in item no. 12 above B.W. in 1:6 in super structures but for wall one brick (230mm) thick |
| 14 | Cement concrete with 2cm gauge approved hard stone ballast,coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 3:1.5:1including supply of all materials, labour,side shuttering ifrequired and T&P etc. required for proper completion of work |
| 15 | R.C.C. work with cement, approved coarse sand and 2 cm. (3/4\") gauge approved stone ballast in the proportion of 1:1.5:3 in the lintels of doors and windows excluding reinforcement and its bending but including its fixing and binding the same with 24 BWG, G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. (Binding wire to be supplied by the contractor free of cost). |
| 16 | R.C.C. work with cement, approved coarse sand and 2 cm. (3/4\") gauge approved stone ballast in the proportion of 1:1.5:3 in theraft foundation and footings, excluding reinforcement and its bending but including its fixing and binding the same with 24 BWG, G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. (Binding wire to be supplied by the contractor free of cost). |
| 17 | R.C.C. work with cement, approved coarse sand and 2 cm. (3/4\") gauge approved stone ballast in the proportion of 1:1.5:3 in RCC T- Beam Slab and Column excluding reinforcement and its bending but including its fixing and binding the same with 24 BWG, G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. (Binding wire to be supplied by the contractor free of cost). |
| 18 | Concreting of 40 mm thick RCC trench covers in mild steel framework with RCC 1:1.5:3 in Cement,Chopan coarse sand(F.M. 1.8 to 2.5) and 2cm gaugegraded hard stone ballast with 3mm thick floating coat of neatcement 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. |
| 19 | 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 drilling holes rivetting or welding where necessary and also fixing in proper position and alignment including supply of steel, nuts wastage etc. and their fixing as required for proper completion of the work. |
| 20 | 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. Therate is including cost of all labour, materials etc. as required for proper completion of the work. |
| 21 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work. (when not included in 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. |
| 22 | Fixing and grouting of trench edging in proper level andalignment including cost of all labour, and T&P etc. required forproper completion of the work but excluding cost of C.C. (labour rates only) . |
| 23 | Providing & fixing 1 mm.thick M.S. sheet garrage door with frameof 40x40x6mm angle iron,diagonal bracings with 50x5 mm flat and 5 mm thick M.S. gusset plates at thejunctions and corners including supply and fixing of necessaryfitting, 2 no lock rail of 16 dia,375 mm long and including pintel hooks at the top and bottom, applying a priming coat of red oxide paint on all sides complete . |
| 24 | 12 mm (1/2\") thick plaster with cement mortar in proportion of 1:6 cement and approved coarse sand over brick work, minimum thickness not to be less than 1 cm. (3/8\") including supply of all materials, labour and T&P etc. required for proper completion of the work.(rates including cost of cement) |
| 25 | Same as item No 24 above but in proportion 1:4 cement & coarse sand. |
| 26 | Same as item No 24 above but in proportion 1:3 cement & coarse sand. |
| 27 | Add for extra labour and matarials for plaster over rough face of one brick wall. |
| 28 | 3mm thick floating coat of neat cement finish over roof and wall with water proofing compound including cost of all materials, labours and T&Ps etc. required for proper completion of the work. |
| 29 | Providing/making drip course (25x12)mm in 1:2 cement & coarse sand mortar to a rectangular profession 25mm wide and 12mm thick to a out side of sunsheds and projected slab pattas etc. including cost of all materials, labours and T&P \"s etc. required for proper completion of work. (including cost of cement). |
| 30 | Providing of Dr. Fixit 301 pidicrete URP& mixing it properly with cement in the proportion of 1:1.5 apply two coat to the prepared surface including cost of labour, material T&P etc. as required for proper complation of work as directed by E/I. |
| 31 | Providing and fixing of Dr. fixit LW+ in RCC/CC/PLASTER etc. 200ml per bag of cement as directed by E/I including supply of all material, labour and T&P etc. required for proper completion of work as directed by E/I. |
| 32 | Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls &floors, around the external perimetre of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/Sqm, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / Sqm, (iii) Top surface of Plinth filling @ 5 Ltrs / Sqm, ( iv) Junction of walls & floors @ 7.5 Ltrs / Sqm, (v) Soil along external perimetre of building @ 7.5 Ltrs / Sqm (vi) under apron of the building @ 5 Ltrs. /Sqm. The rates includes cost of all materials, labour, equipments, T&P complete. |
| 33 | Earth filling under floors and in substation area including cost of earth. Earth to be obtained from outside the Corporation\"s area including its cartage and ramming, watering, dressing in 20 cm. thick layers and dressing of earth etc. complete including cost of earth with all lead and lift etc. complete. |
| 34 | Local river sand filling in plinth including supply of necessary quantity of sand from a distances not exceeding 8 Kms. (5 miles) from the site of work including watering ramming and dressing etc. Rate include cost of all materials, labour and T & P etc. required for proper completion of the work. |
| 35 | 40 mm. thick C.C. 1:2:4 plain cement concrete with cement, approved coarse sand, and 2cm.(3/4\") graded approved stone ballast laid in pannels finished with 3mm.(1/8\") floating coat of neat cement and marble dust in ratio of 5:1 as specified over(without base concrete) and removing any over lapping mortar at the joints of the pannels, 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 concrete. |
| 36 | Providing and fixing glass strips of 3.15 mm thickness & 40mm depth in jointsof floor and skirting at the time of laying floors, flush withfloor level including supply of all materials, labour& T&P etc. required for proper completion of work. |
| 37 | 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. |
| 38 | Painting Two Coat with APEXof Asian Paint or equivalent make including 3 coats of above and including one priming coat on already well preparied new wall surface to give an even shed including cost of all materials, labour and T & P etc. complete. |
| 39 | Painting Two 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) . |
| 40 | Painting or varnishing new iron works or new wood work with one coat of ready mixed priming paint and two coats of approved superior quality ready mixed paint LUXOL or equivalent brand or varnish including supply of all materials, labour& T&P etc. required for proper completion of the work. |
| 41 | Providing and fixing steel glazed window and ventilators ofstandard rolled Mann or Mahavir steel sections conforming to IS7452-1974 as per drawing joints metered and welded with 100x14x3.15 mm holdfast embedded in cement concrete block15x10x10 cm. Size of 1:3:6 proportion I.E. First part of cement 3 part of approved coarse sand and 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 confirm to I.S.1038-1975. (Aluminum beading with rubber packing included). |
| 42 | Wiring Point for light with 1.5 sq. mm. PVC insulated single core copper conductor cable in heavy guage rigid PVC conduit pipe concealed in the wall, complete with 1.5 Sq mm multistand copper earth continuity wire with piano type switch & ceiling rose/angle/batten holder on 3mm. thick phenolic laminated backlite sheet etc. complete in all respect, as directed including matching colour wash as. |
| 43 | Same as above item no.42 but wiring for fan point. |
| 44 | Same as above item no.42 but wiring for plug point. |
| 45 | S/F Angle/Batten Holder. |
| 46 | Supply and fixing of switch box 100x100x50mm size of approved make made up of 1.00mm 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 25.4mm on upper and lower sides of the box.Holes should be semi-shutterd type and fitted with heavy brss 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 complection of work as directed at site by E/I Charge. |
| 47 | Same as in item N0. 46 But of 150x150x65mm size |
| 48 | Same as in item N0. 46 But of 175x100x65mm size |
| 49 | S/wiring Sub main with 2 No. 4sq mm PVC insulated 1100v grade single multistand single core copper conductor cable in 20mm dia heavy gauage PVC condut concealed with wall including one number 2.5 sqmm FR PVC insulated multistand copper cable as earth contuity wire drawn in conduit. |
| 50 | S/wiring Sub main with 2 No. 16sq mm PVC insulated 1100v grade single multistand single core copper conductor cable in 20mm dia heavy gauage PVC condut concealed with wall including one number 2.5 sqmm FR PVC insulated multistand copper cable as earth contuity wire drawn in conduit. |
| 51 | Supply and fixing of LED Tube Light with batten suitable for up to 1x22 watt LED light fitting including tube on Surface complete in all respect. |
| 52 | Supply and fixing of 50Amps to 63 Amps MCB 9KA/10KA HAVELLS or equivalent make |
| 53 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with driver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect. |
| 54 | S/F of power plug with 15A/250 volt flush type switch and 5 pin 15A/250V flush type universal socket in suitable M.S. Box of 175mm x 100mm x50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. |
| 55 | Supply and Fixing of 3 blade ceiling fan 1200 mm of Havells or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge. |
| 56 | Consultancy services of Architect for Construction of Building Rate Total Project [email protected]%Providing consultancybasis for Extension of SGR Building(Plinth Area approximately 38.50 Sq. Mtr) including design and development of various drawings.(1)Drawing Required:- 1-Lay-Out Plan.2-Architectural design and structural design.for Double story Building3-Electrical system design (external and internal).4-Sanitary, plumbing, dranage, water supply.5- PERT Chart of work. 6- Periaortic inspection during construction of work. 7- Architectural design and structural design.for Boundary wall & Gate.3-D View drawing of front elevation, side elevation and Back elevationProject Management Consultancy as Required Modification in Layout/Drawings etc. during execution of actual work and using project management methodology to meet time bound complection of project as per millstones fixed in consultation with PuVVNL Certification of as-Build Drawings and any others requirement not specified but essential for making building fully operational to the satisfaction of user. |
| 57 | S/F 8mm thick white glazed Somany, Johnson etc 1st Quality tilesin Flooring, laid with1:3 cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supplyof all materials labour and Tools and Plants etc. required for proper completion of the work. |
| 58 | S/F 6 mm thick white glazed tilesin skirting / dado laid with1:3 cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete, including supplyof all materials labour and Tools and Plants etc. required for proper completion of the work. |
| 59 | Providing and laying floor of 10 mm thick industrialtiles in flooring or skirting of approved brand (Bell, Johnson or equi. make)size of 600x600 mmof approved shade, colour and pattern , laid over base cement mortar 1:4 mix including finishing the joints with white cementmixed with pigment to match the shade of tile including cost of all material, labour and T&P required for proper completion of the work. |
| 60 | Providing and laying floor of 8 mm thick vitrifiedtiles in flooring or skirting of approved brand (Bell, Johnson or equi. make)size of 600x600 mmof approved shade, colour and pattern , laid over base cement mortar 1:4 mix including finishing the joints with white cementmixed with pigment to match the shade of tile including cost of all material, labour and T&P required for proper completion of the work. |
| 61 | Providing and fixing white glazed China earthen ware water closet squatting \" Orisa type\" pan weaper size 580mmx140mm Hindustan Make or other equivalent approved make of Ist quality with 100mm dia. White glazed P or S trap fittings including cutting & making good the walls and floors wherever required with cement sand and grit mortar not less than 1:4 the seat and trap shall have to be fixed over minimum 3\" thick c.c. in proportion of 12:6:1 including cost of all materials, labour. |
| 62 | Supply and fixing of Angle valve including all materials, labour and T&P etc. required for proper completion of work as directed by E/I. |
| 63 | Providing and fixing 15 mm dia ISI Approved CPVCpipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. |
| 64 | Providing and fixing 20 mm dia ISI Approved CPVCpipes complete with special such as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion of the work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and all materials, labour and T&P complete. |
| 65 | Supply and fixing brass bib cock/ stop cock of heavy quality 15 mm dia (400 gms) ISI mark including supply of all materials, labour, T&P etc complete. |
| 66 | Supply and fixing P.V.C. cistern Hindustan or equivalent make 10 litres. Capacity complte with all accessories (Low level) including all materials, labour and T&P etc complete. |
| 67 | Supply and fixing Nahani Trap India make of heavy approved quality complete with C.P. brass grating, Nahani Trap laid over base cement concrete 1:6:12 including cost of cement supply of all materials,labour and T&P etc. required for proper completion of the work. |
| 68 | 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) |
| 69 | Supply and laying of 80 mm thick I shaped mechanically compressed rubber mould inter locking cement concrete paver block manufactured by high pressure & controlled vibration machine having plan dimension 200X(160+120 mm) with minimum 5 mm thick toping of O.P.Cement mixed with 25% marble powder. The compressive strength of concrete pavers blocks shall not be less than 30 MPa & 4.5 Kg/No. including cost of all material, labour, T&P etc. required for proper completion of work as directed by Engineer-in-charge but excluding G.S.T. which shall be paid extra as per rules. |