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| 1 | 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 for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 4 | All kinds of soil. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 6 | Laying Cement mortar 1:4 (1 cement : 4 coarse sand) as a bed under precast section: |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 8 | All works upto plinth level :Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 10 | Walls (any thickness) including attached plasters butteresses, plinth and string courses etc. |
| 11 | Suspended floors, roofs, landings, balconies and access platform |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 15 | All works upto plinth level :Concrete of M50 grade with minimum cement content of 410 kg/cum |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 18 | 12 mm cement plaster of mix : |
| 19 | 1:6 (1 cement: 6 fine sand) |
| 20 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 21 | 1:6 (1 cement: 6 fine sand) |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 23 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 24 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 25 | 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. |
| 26 | In cement mortar |
| 27 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 28 | 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 Engineer- in-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). |
| 29 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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. |
| 30 | 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. |
| 31 | 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). |
| 32 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 of coarse sand), including making joints with or without grooves (thickness joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of for Engineer-in-charge. (Length of finished kerb edging shall be measured payment). (Old kerb stones shall be supplied by the department free of cost) |
| 33 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 34 | 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 35 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :: |
| 36 | 600 mm dia. R.C.C. pipe |
| 37 | Multyplying by gst correction factor 0.973 on DSR items |
| 38 | Add cost index 3 % |
| 39 | Providing & fixing pre-fabricated precast solid open U shaped RCC drain, drain cover, box culvert, crash barrier, retaining wall, silt chamber etc, using wet-cast technology with self-compacting concrete of grade M-50 and thermo-mechanically treated (TMT) steel bars of grade Fe-550D including straightening cutting, bending, placing in position and binding, all complete upto plinth level with provisions of shear keys, connecting loops, necessary cutouts/holes lined with dowel tubes of required sizes for services with proper lifting arrangement of various thicknesses, shape and size using high quality steel molds including loading, transportation from factory to site of work, unloading, stacking at site and placing in final position with the help of required capacity cranes all complete as per IS-11447:1985 and as per approved shop drawings and design mix complete as per the directions of Engineer-in-Charge. The RCC precast drain along with drain cover taken together as an integrated system, shall be capable of carrying a wheel load of 5 Ton of vehicular load. The precast elements shall be manufactured in a controlled factory environment with approved methodology/technology having all facilities including automated steam curing, automated reinforcement cage making facility, NABL accredited in-house laboratory with all testing facilities etc. complete as per the directions of Engineer-in-Charge. The installation of RCC precast drain, drain cover, box culvert etc. shall be done in correct and final position with proper line, level and plumb at site after making all arrangements of requisite T&P e.g., cranes, push-pull jacks etc. for lifting, placing and alignment of elements within erection tolerance as per IS-15916:2020, as per approved shop drawings, complete as per direction of Engineer-in-Charge including cost of all material and all tools & machinery required for casting for all works up to plinth level complete as per the directions of Engineer-in-Charge. |
| 40 | Providing and placing in position 150 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 10 mm dia TMT bars of Fe 500 grade @ 150 C/C on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 150 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 41 | Providing and laying factory made Tactile paver blocks (for vision impaired persons as per standard) in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver block into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as required size and pattern, finishing and sweeping extra sand, all complete as per manufecturer's specification & direction of Engineer-in-Charge. |
| 42 | 60mm thick Tactile paver block of M-30 grade with approved colour, design & pattern. |
| 43 | Credit for serviceable materials received from dismantling/demolishing of respective items including taking away from site, the serviceable materials will be the property of the contractor complete as per the direction of Engineer-in-charge. |
| 44 | TMT/Cold twisted bars |
| 45 | SITC of Horizontal centrifugal non clog pump with 200 x 200 mm suction and delivery sizes capable of delivering minimum 600 cum/hr at a head of 10 mtrs, CI impellers suitable to handle solid minimum 75 mm dia, gland packed stuffing box complete with 40 HP, 415 V, 50 HZ, 1475 RPM squire``l cage induction horizontal electric motor coupled on a fabricated base plate through a set of flexible couplings AVM pads and complete company fitted i/c motor/pump foundation, dismantling the existing one etc as reqd. Material of construction (MOC) of pump should be with CI Casing, CI Impeller, EN8 Sleeve & SS shaft. etc as reqd complete at site. |
| 46 | SITC of 40 HP fully automatic star delta stater suitable for following sewage submersible pump set, starter consisting of main ON/OFF switch, Single Phase Preventor, Ammeter, Voltmeter, Auto Manual switch etc suitable for operation on LT AC supply, 50 Hz frequency i/c connection with suitable size cable, testing and commissioning etc as required complete at site. |
| 47 | SITC of compact self priming centrifugal non-clog electric driven motor pump set for the capacity 250 m3/hr of above 10-12 mtr. head, max solid size 40mm with following specifications:(a) Motor Rating - 25HP/18.42KW 1450 RPM(b) Type of Gland - Gland Packing(c) Operating Voltage - 415 Volts Three Phase 50 Pc/s A.C. Supply(d) Type of Seal - Gland(e) Casing - C.I.(f) Impeller - C.I.(g) Shaft - SS(h) S.P. Sleeve -SS(i)Delivery/Suction:150mm/150mm Complete with base frame coupling, nipple etc.as reqd. |
| 48 | Supplying, Installation, Testing & Commissioning of following rating Fully automatic Star Delta starter Submersible /Centrifugal pump controller with single phase preventer in sheet steel enclosure of relay following range ( as per pump capacity) with voltmeter & ammeter suitable for 415 Volt 50 Hz AC Supply etc as required. |
| 49 | 25 HP with Relay Range 30-50 A |
| 50 | Supplying and Fixing Anti vibration mounting pads suitable for 5 HP to 25HP including testing of commissioning etc. as required. |
| 51 | Fabricating, Supplying & Fixing wire mesh protection frame work made out of 40 mm x 6 mm thick angle & \\"T\\" strengthened with intermediate members of MS flat iron of size 30 mm x 5 mm thick welded at a distance of 30 cm horizontally & vertically and duly welded with wire mesh of size 75 mm x 25 mm made with 6 SWG wiremesh of size 75 mm x 25 mm made with 6 SWG wire on all sides and top i/c providing and fixing of double door gate with double locking arrangement ( Two Nos. sliding bolts and One No go down lock) , painting with one coat of red oxide & Two coats of synthetic enamel paint of approval colour and shade etc. complete as reqd. |
| 52 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. as & when reqd. as per the direction of engineer in charge. |
| 53 | Supplying & fixing of following size XLPE insulated and PVC sheathed aluminium conductor armoured power cable of 1.1 KV grade in RCC/DWC Pipe/Open Channel etc as required. |
| 54 | 3 x 10 Sqmm |
| 55 | 3.5 x 50 Sqmm |
| 56 | PUMP PANEL WITH PHASE CORRECTION ARRANGEMENT - (FLOOR MOUNTED, INDOOR TYPE) (H=1275mm, W = 2000mm, D =400mm)SITC of Indoor cubical type Pump panel suitable for 415 V, 3 Phase, 4 Wire 50 Hz AC supply system fabricated in compartmentalized design from CRCA sheet steel of 2 mm thick for frame work and covers, 3 mm thick for gland, plates i/c cleaning & finishing complete with 7 tank process for powder coating in approved shade, having TPN aluminium alloy bus bars of high conductivity, DMC / SMC bus bars of high conductivity,DMC/ SMC bus bar supports, The Panel shall have suitable rating of Ammeter, Voltmeter with selector switches and Phase indicating lights. The Panel shall be installed on suitable foundations with provision of incoming and outgoing LT Cables i/c providing following switch gears Incomer200A FP MCCB 25KA with Thermal Magnetic Base for O/L & S/C Protection Release- 1 No.Extended Rotatory Handle & Spreaders - 1 Nos. METERING & INDICATION: 6A SP 10KA MCB- 3 Nos.Digital Voltmeter with Selector Switch, class-1.0- 1 Nos. Digital Ammeter with Selector Switch, class-1.0 - 1 Nos R/Y/B Phase indicating lights - 3 Nos. 200/5A, 5 VA, CL-1, CT's for Metering.- 3 Nos. AUTOMATIC PHASE SEQUENCE CORRECTION SYSTEM 160A FP AC1 Power Contactor (2NO + 2NC)- 2 Nos.Phase Seqence Relay- 1Nos 6A DP 10KA MCB- 1 Nos. BUSBAR :- 300A TPN Aluminium Bus Bar with colour coded PVC Sleeves.- 1 Nos. OUTGOING 100A TP MCCB 25KA with Thermal Magnetic Base for O/L & S/C Protection Release - 3 Nos Extended Rotatory Handle & Spreaders - 3 Nos 32A SPN 10KA MCB - 1 No |
| 57 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. |
| 58 | 3.5 X 50 sq. mm (35mm) |
| 59 | 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. |
| 60 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 61 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 62 | Supplying & fixing of following accessories of PVC Suction pipe etc as reqd. |
| 63 | Heavy Clamp 150mm |
| 64 | Foot Valve 150mm |
| 65 | Supplying and fixing of following size heavy duty PVC suction pipe with accessories like nipple, clamp,foot valve and jointer for suction and delivery of existing sewage pump i/c testing commissioning etc. complete as reqd. For 30 Mtrs Length |
| 66 | 150mm Dia |
| 67 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : |
| 68 | 150mm dia |
| 69 | Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required : |
| 70 | 150mm dia |
| 71 | Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 1239/Class -II of IS: 3589 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : |
| 72 | 150 mm dia |
| 73 | 300 mm dia (wall thickness 7 mm) |
| 74 | Providing laying, testing & commissioning of 'C' class heavy duty MS Pipe conforming to IS 1239/Class -II of IS: 3589 i/c fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. in ground including welding, excavation & providing cement concrete blocks as supports, anticorrosive treatment with coaltar/asphalt tape as per IS 10221, refilling the trench etc. of following sizes complete as required. |
| 75 | 200 mm dia (wall thickness 6.3 mm) |
| 76 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. |
| 77 | Group C |
| 78 | Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required. |
| 79 | 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) |
| 80 | Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) |
| 81 | 40 watt |
| 82 | Supplying, Installation, testing and commissioning of 450mm sweep (Heavy Duty), Exhaust Fan of Min 900 RPM, single phase, in the existing opening, making good the damage, connection, testing, commissioning etc as required. |
| 83 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) |
| 84 | 6 way , Double door |
| 85 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 86 | Single pole |
| 87 | Double pole |
| 88 | SITC of EMERGENCY LIGHT providing through 16Watt Twin UL Listed High Intensity LED fitted Lamps with Adjustable Swivel Type Beam Lights fitted upon Powder Coated CRCA/MS Sheet Sleek Electronic Cabinet with Customized Signage fitted with 12V, 7AH SMF Battery giving Battery Backup of Upto 5 Hours provided with feature of Trickle Charging facilitating Overcharging and Low Battery Protection. 4 nos. UL certified Dual Tone LEDs with CRI Index greater than 90 provide maximum Smoke Penetration from each Lamp. Certificate of UL listed LED used are provided with each unit of Emergency Light. Electrical Supply is suitable for 230V 50Hz AC fitted with Fuse safety. |
| 89 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 90 | 6 Module (200mmX75mm) |
| 91 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 92 | 15/16 A switch |
| 93 | 6 pin 15/16 A socket outlet |
| 94 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 95 | 3x2.5sq. Mm |
| 96 | Supplying and fixing of aluminium composite (ACP) sheet having minimum thickness 6mm and fixing on temporary wall by proper Nut-Bolt, washer and dash fastner as per direction of Engineer-in-charge. |
| 97 | Supplying, Installation, Testing & Commissioning of 4 Pole Change Over Switch with enclosure, suitable to work on 415V, 50 Hz AC Supply i/c Connection of cables at all three terminals etc. completed as required. as & when reqd. as per the direction of engineer in charge. |
| 98 | 250Amp |
| 99 | Supplying & Fixing of Following items for fabrication of Common Header for Centrifugal pump of Suitable capacity |
| 100 | 300mm dia MS Dead End Plate |
| 101 | 200 mm dia MS Flange |
| 102 | 150mm dia MS flange Please Enable Macros to View BoQ information |
