|
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (In cement mortar) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 3 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement: 5 coarse sand (zone-Ill) derived from natural sources : 10graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumer sand cantilevers |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Wall |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding allcomplete above plinth level. (Thermo-MechanicallyTreatedbarsofgrade more.) |
| 8 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shape sand sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | 12 mm Cement Plaster of mix 1:4 (1cement : 4 fine sand) |
| 12 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. |
| 13 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, 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 as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 14 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 15 | 1:5:10 (1 cement: 5 coarse sand (zone-Ill) derived from natural sources : 10graded stone aggregate 40 mm nominal size derived from natural sources) |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shape sand sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin- Charge. |
| 18 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 19 | 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 20 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 21 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 22 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 23 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. (Two coats) |
| 24 | Providing and fixing of decorative pole electric 3.0 mtr Heigh as required at site (Electric Pole, Market Rate) |
| 25 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 26 | 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 and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 27 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineerin- Charge. (With material conforming to Grade-I (size range 75 mm to 0.075 mm)having CBR Value-30) |
| 28 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level in all shape sand sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 29 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. |
| 30 | Cat. B Pannel Cubicle Type |
| 31 | S&F 400KVA 11/0.433kV, copper wound converter duty transformer ONAN, Vector Group: Dyn11 Tapping range of +5% to-5% in steps @2.5% Confirming to IS1180- level 2 with following accessories (buchholz relay. Magnetic oil level guage.OTI/WTI with alrm & trip contact in marshalling box. explossion vent.HT and LT cable Box) On Exieting transformer Platform make:- GENRAL ENGINEERING WORK ,NAINI. |
| 32 | Dismantling of existing transformer 250KVA & fixing with trolley set complete work (M/R, by University) (M/R Re. 25000.00 Shifting + trolley Rs. 170000.00 |
| 33 | Supply and burying of 600mm x 600mm x 3mm copper plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of 32x6 mm copper strip30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. complete in all respect (copper strip measured & paid seprately ) for transformer |
| 34 | Supply and laying of 32mm x 6mm copper strip from earth electrode directly in the ground as required complete in all respect(sl.no.718/2018) |
| 35 | Cat. B.Pannel Cubicle Type(sl.no.813A/CATB/2018) |
| 36 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc 80 mm nomianal bore(as per dsr 18.12.8/2023) |
| 37 | 400 sq. mm 3-1/2 core (Sl.No. 501T/2018) |
| 38 | 240 sq. mm 3-1/2 core (Sl. No. 501R/2018) |
| 39 | 150 Sq.mm 3-1/2 core(Sl.No.501P/2018) |
| 40 | 70 sq. mm 3-1/2 core (Sl. No. 501M/2018) |
| 41 | 6 sq. mm 2 core (Sl. No. 501A/2018) |
| 42 | 70 sq. mm 3-1/2 core (Sl. No. 503M/2018) |
| 43 | 150 Sq.mm 3-1/2 core(Sl.No.503P/2018) |
| 44 | 240 sq. mm 3-1/2 core (Sl. No. 503R/2018) |
| 45 | 400 sq. mm 3-1/2 core (Sl. No. 503T/2018) |
| 46 | 6 sq. mm 3-1/2 core (Sl. No. 503A/2018) |
| 47 | 6 sq. mm (Sl.No.504B/2018) |
| 48 | 70 sq. mm (Sl.No.504H/2018) |
| 49 | 150 Sq.mm(Sl.No.504P/2018) |
| 50 | 240 sq. mm(Sl.No.504M/2018) |
| 51 | 400 sq. mm(Sl.No.504O/2018) |
| 52 | Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect (Sl.No.716/2018) |
| 53 | Supply and laying of 32 mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect. |
| 54 | Supply & fixing of 6 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thick) having 3mm thickness with Single arm bracket 1 Mtr length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T&P complete in all respect. |
| 55 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75 watt to 90 Watt. Confirming to IP66 Protection complete in all respect. CAT.AAA (SL.1423/2018) |
| 56 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. |
| 57 | SITC of Submersible pump set for drinking water having impeller dynamically balanced stainless steel shaft not less than 15 HP Submersible motor with non aging water proof insulation to run on 3 phase 440 volts supply capable of delivering 500 LPM to 1083 LPM against the head range of 68 Mtr to 36 Mtr with minimum operating range of head 44 to 68 Mtrs, suitable for SD starter etc as reqd. |
| 58 | Supplying, Installation, testing and commissioning of totally enclosedcompartmentalized cubical Double door type panel board fabricated from 2mm thick MS sheet following size (200 Amp aluminium busbar) powder coated for mounting switch gears\mounting there in cable termination i/c interconnection with suitable size for 415 volts 3 phase 4 wire 50 Hz A.C. supply as per specification I\C numbering earthing connection etc as reqd. (Depth not less than 300 mm) |
| 59 | 100 Amp FP MCCB 16 KA as incomer |
| 60 | 20 - 32 Amp FP MCB 10 KA |
| 61 | 15 HP SD Starter with over load relay & Push Button with element for ON/OFF operation |
| 62 | Digital type ampere Meter of 0 - 30 amps range with selector swtich C.T. 60 / 5 for amps. ( 3 nos ) |
| 63 | Digital type voltmeter of 0 - 500 volts range with selector swtich. |
| 64 | Single phase preventor |
| 65 | Phase indication light & 6 Amp MCB for Protection |
| 66 | Electronic overload & dry run pump protection relay (SPGD2) with current sensor (CTS 20) |
| 67 | LED Indicating lamp for ON/OFF |
| 68 | Supplying and fixing of PVC insulated and PVC sheathed copper flat submersible cable size 3 x 4 Sq.mm complete as reqd. |
| 69 | 100 mm Dia Sluice valve |
| 70 | 100 mm Dia NRV valve |
| 71 | Fabrication & Supplying 100mm dia B Class GI pipe flange and grove for cable on both the sides duly threaded and wielded in the lenths of 3 mtrs etc as required. |
| 72 | 100 mm dia |
| 73 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. |
| 74 | Providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections etc. as required. |
| 75 | All kinds of soil. |
| 76 | Pipes, cables etc. Exceeding exceeding 300 mm dia |
| 77 | Filling available excavated earth (excludingrock) in trenches,plinth,sidesof foundations etc.inlayersnot exceeding20cm in depth, consolidating eachdeposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 78 | Supplying andfillinginplinthwith sandunder floors, includingwatering,ramming, consolidatingand dressing complete. |
| 79 | All kinds of soil |
| 80 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from naturalsources:10gradedstoneaggregate40mm nominal size derived from natural sources) |
| 81 | 1:1½:3(1cement:1½coarsesand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 82 | Retainingwalls, returnwalls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 83 | Making plinth protection 50mm thick of cement concrete 1:3:6(1 cement:3coarse sand(zone-III)derivedfrom natural sources:6gradedstoneaggregate20mm nominalsizederivedfromnaturalsources)over75mm thickbedofdrybrickballast40mmnominalsize,well rammedandconsolidatedandgroutedwith fine sand, includingnecessaryexcavation, levelling & dressing & finishing the top smooth. |
| 84 | 1:1.5:3(1 cement:1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 85 | Reinforced cement concrete work inbeams, suspended floors, roofshaving slope upto 15° landings, balconies, shelves, chajjas,lintels, bands, plain windowsills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing andreinforcementwith1:1.5:3(1cement:1.5 coarsesand(zone-III)derivedfromnatural sources:3 gradedstoneaggregate20mmnominalsizederived from natural sources). |
| 86 | Suspended floors, roofs, landings, balconies and access platform |
| 87 | Lintels,beams,plinthbeams,girders,bressumersand cantilevers |
| 88 | Weather shade, Chajjas, corbels etc., including edges |
| 89 | Thermo-Mechanically TreatedbarsofgradeFe-500D or more. |
| 90 | Thermo-Mechanically TreatedbarsofgradeFe-500D or more. |
| 91 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 92 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 93 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 94 | Structuralsteel workinsingle section,fixed withor without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 95 | Structural steel work riveted, bolted or welded in built up sections,trussesandframedwork,includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 96 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 97 | Fixingwith15x3mmlugs10cmlongembeddedin cementconcreteblock15x10x10cmofC.C.1:3:6(1 Cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) |
| 98 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5mm,jointsmitredandweldedbyangleiron 35x35x5mmor35x 5mmflatpiecestotheexistingT- ironframeortothewallwithdashfastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 99 | 52mmthickcementconcreteflooringwith concrete hardener topping, under layer40mm thick cement concrete1:2:4(1 cement:2coarsesand:4graded stoneaggregate 20 mmnominalsize)andtoplayer12 mmthickcementhardenerconsistingofmix1:2(1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2litreper50kgofcement or as per manufacturer\"s specifications. This includes cost ofcementslurry,but excluding the cost of nosing of steps etc. complete. |
| 100 | 18 mm thick |
| 101 | Cementconcretepavementwith1:2:4(1cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. |
| 102 | 1:6 (1 cement: 6 fine sand) |
| 103 | 1:6 (1 cement: 6 fine sand) |
| 104 | 1:3 (1 cement : 3 fine sand) |
| 105 | 6mmcementplaster1:3(1cement:3finesand) finished with a floating coat of neat cement and thick coat ofLimewashontopofwallswhendryforbearingof R.C.C. slabs and beams. |
| 106 | New work (three or more coats) |
| 107 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 108 | 100 mm diameter pipes |
| 109 | Two or more coats on new work |
| 110 | 150 mm diameter pipe |
| 111 | Class II |
| 112 | WithcommonburntclayF.P.S.(nonmodular)bricks of class designation 7.5 |
| 113 | Up to 600mm dia |
| 114 | Up to 600 mm dia |
| 115 | 150 mm dia pipes |
| 116 | 150 mm dia Ductile Iron Class K-7 pipes |
| 117 | 150 mm dia Ductile Iron Double Flanged |
| 118 | 150 mm diameter C.I. pipe |
| 119 | Gravel packing in tubewell constructioninaccordance withIS:4097,includingprovidinggravelfine/medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. |
| 120 | 200 mm dia |
| 121 | ProvidingandfixingsuitablesizethreadedM.S.capor spout welded plate to the top of bore well housing/casing pipe. 350 mm dia |
| 122 | Electricloggingofboreof350x200mmdiaincluding transportation of logger etc. complete as per direction of E-in-charge. |
| 123 | DevelopmentoftubewellinaccordancewithIS: 2800 (partI)andIS:11189,toestablishmaximumrateof usablewateryieldwithoutsandcontent(beyond permissible limit), with required capacity air compressor, runningthecompressor for requiredtime till wellis fully developed, measuring yield of well by \"V\" notch method or any other approved method,measuring staticlevel & drawdownetc.bystepdrawdownmethod,collecting water samples & getting tested in approved laboratory, i/c disinfectionoftubewell,allcomplete,includinghire& labourchargesofaircompressor,tools&accessories etc., all as per requirement and direction of Engineer-in- charge. |
| 124 | 500 mm dia |
| 125 | 650mm dia |
| 126 | 200 mm nominal size dia having minimum wall thickness 7.10 mm |
| 127 | 350 mm nominal size dia having minimum wall thickness 7.10 mm |
| 128 | 200 mm nominal size dia |
| 129 | 350 mm clamp |
| 130 | Development of tube well by over pumps with V.T. pump etc., all as per requirement and direction of Engineer-in- charge. |
