Tender For Construction Of Non-Plant Buildings, Sheds & Allied Facilities/Works Including Associated Works At Marketing Terminal, Jhapa, Nepal.
Tender Value
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Estimated cost
Bid Submission
17 Sep 2026
2 days left
EMD
12.34 Lakhs
Bank guarantee accepted
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Non-refundable
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Online
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NCB
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Tender
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→ Multi State
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Project Description
Tender For Construction Of Non-Plant Buildings, Sheds & Allied Facilities/Works Including Associated Works At Marketing Terminal, Jhapa, Nepal.
BOQ
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | Electrical-Supply |
| 3 | SAFETY EQUIPMENT Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge |
| 4 | RUBBER HAND GLOVES : Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark. |
| 5 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) |
| 6 | Aluminium LT Cables FRLSH : 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% |
| 7 | AL,4CX16 mm²,A2XFY |
| 8 | Electrical-Services |
| 9 | CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and materials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 10 | WBM ROAD / CONCRETE BREAKING : WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respects including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 11 | Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 12 | Power cables LT : OD upto 20 mm |
| 13 | Power cables LT : OD above 20 mm and upto 40 mm |
| 14 | Control cables (T&I) : OD upto 20 mm |
| 15 | Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDF through ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fixing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. |
| 16 | Cat-06 LAN cable in 16mm / 25mm / 32mm PVC conduit etc |
| 17 | Disconnection, Sealing with waterproof cable end cover and coiling it neatly for placing in cable trench below, of incoming and outgoing cables from the panels and equipments: |
| 18 | 2/3/4/5/6C upto 95 sqmm |
| 19 | Electrical-Composite |
| 20 | Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover of width 150 mm, 300 mm, 450 mm & 600mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification, and directions of Site Engineer / Engineer-in-Charge. |
| 21 | SAND FILLING : Supplying and spreading of approved quality, fine, dry river sand in cable trenches after cable laying complete in all respects including consumables, tools/ equipment and labour as per specifictions, drawings and directions of Engieer-in-charge / Site Engineer. |
| 22 | BRICK SOLING : Supply and laying of approved quality 75 mm. thick second class brick flat soling with sand filling in the interestices, in cable trenches for protection of laid cables in all respects including consumables, tools/ equipments and labour as per specifications, drawings and directions of Engieer-in-charge/ Site engineer. |
| 23 | CABLE MARKER : Supply, erection & installation of MS cable markers, including excavation of the markers, cement concerete grouting, backfilling etc., complete in all respects including consumables, tools / equipments and labour as per specifications, drawings and directions of Engineer-In-Charge / Site Engineer. |
| 24 | LT Cable joint (1.1 KV): Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge |
| 25 | Power cables LT : OD upto 20 mm |
| 26 | Power cables LT : OD above 20 mm and upto 40 mm |
| 27 | EARTH ELECTRODES Supplying, installation, testing of GI earthing electrode, including the supply and installation of the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings,specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects. |
| 28 | EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc. and as per direction of EIC / Site engineer. |
| 29 | EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect. |
| 30 | 50 mm X 6 mm G.I. earthing strip |
| 31 | 40 mm X 5 mm G.I. earthing strip |
| 32 | 25mm x 4 mm copper flat |
| 33 | GI wire (8 SWG) |
| 34 | GI wire / rope 35 sq. mm |
| 35 | GI wire / rope 10 mm diameter |
| 36 | Copper cable as per specifications - 10 Sq.mm |
| 37 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of site engineer / Engineer-in-Charge: |
| 38 | 25 mm |
| 39 | 37 mm |
| 40 | 50 mm |
| 41 | 100 mm |
| 42 | FLAME PROOF FITTINGS - All equipment under this category shall be suitable (minimum requirments) for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure: |
| 43 | FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007 |
| 44 | FLAMEPROOF LED WELL GLASS FITTING 90 W, Supply, installation, testing & commissioning of Ex'd' (Flameproof) Well Glass Light Fixture with provision of Cable Entries: 2 Nos. x 3/4 inch ET, Cable Glands: 2 Nos. x 3/4 inch ET (Max. OD 20mm) - Ex'd'(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4 inch ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 45 | FLAMEPROOF LED FLOOD LIGHT FITTING 90 W, Supply, installation, testing & commissioning of Ex'd' (Flameproof) Flood Light Fixture with provision of Cable Entries: 2 Nos. x 3/4 inch ET, Cable Glands: 2 Nos. x 3/4 inch ET (Max. OD 20mm) - Ex'd'(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4 inch ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 46 | FLAMEPROOF LED WELL GLASS FITTING 125 W, Supply, installation, testing & commissioning of Ex'd' (Flameproof) Well Glass Light Fixture with provision of Cable Entries: 2 Nos. x 3/4 inch ET, Cable Glands: 2 Nos. x 3/4 inch ET (Max. OD 20mm) - Ex'd'(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4 inch ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 47 | \\"FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. \\"FLP & WP JUNCTION BOX commissioning of flameproof & weather proof junction box for providing cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect. |
| 48 | 8 way junction box with 8 cable entries (1 x 1\\" & 7 x 3/4\\") at bottom & 20 nos. terminals. |
| 49 | 4 way junction box with 4 cable entries (4 x 3/4\\") at bottom & 20 nos. terminals. |
| 50 | FLP/WP EXHAUST FANS: Flame proof, weather proof, single phase, 12 inch exhaust fan, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects |
| 51 | FLP/WP ROTARY SWITCH: Supply, installation, testing & commissioning of Flame proof weather proof ON/OFF Rotary Switch , IP65, LM6, including including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., complete in all respects. |
| 52 | \\"FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. FLP/WP DISTRIBUTION BOARDS : Supply, erection, installation, testing and commissioning of flameproof /weather proof (IP-65) distribution board as per technical specification of types mentioned for lighting purpose in MLPU / booster shed etc., including connection and termination of power cables, earthing wire and conduits etc. including including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entriescomplete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc. complete in all respect. |
| 53 | Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-I DB with Bus bar - 100 A TPN, Incomer - 1 no. 63 A TPN MCB & Outgoing - 9 no. 10 A SPN, MCB |
| 54 | Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-II DB having Bus bar - 100 A TPN, Incomer - 1 no. 32 A TPN MCB & Outgoing - 3 no. 6 A MCB |
| 55 | \\"FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. \\"FLP/WP SWITCH CUM SOCKET : and commissioning of flameproof /weatherproof switch cum socket /welding receptacle of approved makes to be installed on walls, coloumns, structures, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., including connection and termination of earthing wire and conduits., etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc. complete in all respect. |
| 56 | 250 V , 15 A switch cum socket with plug |
| 57 | 250V, 63 A Plug & welding receptacle |
| 58 | SHOCK TREATMENT CHART : Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language). |
| 59 | CAUTION BOARD : Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language. |
| 60 | \\"Point wiring stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor. |
| 61 | 1 light point controlled by 1 switch. |
| 62 | 2 light points controlled by 1 switch |
| 63 | 3 light points controlled by 1 switch |
| 64 | 4 light points controlled by 1 switch |
| 65 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including providing space for electronic regulator in switch box, providing and fixing fan hook in the ceiling as per specifications and drawings. |
| 66 | Exhaust fan / wall bracket fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade including earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan including providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. |
| 67 | 16 A power plug point wiring: Wiring for 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifications and drawings |
| 68 | 6 A plug point wiring: Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings. |
| 69 | AC point wiring: Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box |
| 70 | Call bell point wiring: Wiring for call bell points (1 call bell point controlled by 1 modular switch)in switch box including providing call bell / buzzer suiable for single phase 230 V as per specifications and drawings. |
| 71 | \\"Lighting Distribution Board / AC Distribution Board installation, testing and commissioning of TPN lighting / AC Distribution board of approved make as per appendix -1, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be \\"fitted with an acrylic door as per specifications and drawings |
| 72 | Type III Distribution Board : Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith \\"3 numbers 63 A TPN MCB as per specification |
| 73 | Type IV DIstribution Board : Double Door Translucent Euro DB of Havells or approved make as per appendix -1, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitivity), \\"9x6A SP MCB & 6x20 A SP MCB as per specification |
| 74 | Type V Distribution Board : Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1x100 A FP RCCB (100 mA Sensitivity), 9x32 A SPN Motor duty \\"MCB as per specification |
| 75 | Critical Light DB : Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB \\"SPN & 7x2 A SPN MCB |
| 76 | Critical Light: Non Flame Proof type PEL 240 M/SL of Prolite or of approved make as per EIC, with 2 X 18 W LED TL/ Lamp including sealed lead acid battery of suitable size for minimum 01 hour back up, battery charger, for Fire fighting pump shed, HT/LT Room, Battery Room etc.The job includes connection of the fitting, 6A switch socket with 2C x 4 sqmm cable from DB/switch board and as mentioned above including all accessories etc. complete in all respect as per direction of EIC / Site engineer. |
| 77 | Ceiling fan: Ceiling fan, BEE 5 star rated, with electronic regulator & other accessories and fittings etc. of or approved make with 56 inch Sweep size |
| 78 | Wall mounted fan: 12 inch Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect. |
| 79 | \\"Exhaust fan Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of approved make as per appendix -1 fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete. |
| 80 | 18\\" Sweep |
| 81 | 12\\" Sweep |
| 82 | PVC Conduit pipes - Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour, materials etc.: |
| 83 | 19 mm |
| 84 | 25 mm |
| 85 | 32 mm |
| 86 | Supplying, Installation, Testing & Commissioning of LED Recessed /surface Down lighter (Round / square/ Rectangular) COB Type of following body material and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 degC to 40 degC, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD <10% , P. F.≥0.95, IP20, CRI >80 , Compliant with IS-16108, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), life time 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. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. \\"complete in all respect including external connections with 1.5 sq mm FRLS LS/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 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 a luminium Body including trim with Aluminium Reflector. |
| 87 | 12 -15 watt |
| 88 | Supplying, installation, Testing & Commissioning of Panel light 2x2 ft., of following body material and construction as per IS :10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 degC to 40 degC, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10% , P. F.≥0.95, IP20, CRI >80, Compliant with IS-16108, UGR (Unified Glare Rating) < 19, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with, 70% of initial Lumen maintained til life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consump tion 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 ≥105 , <120 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) |
| 89 | 40 watt |
| 90 | LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy ≥120 and <135 lm/Watt). Supplying, Installati , Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: I Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 degC to 50 degC, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD <10% as per IEC 610003-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg to 120 deg as per the application and the project requirement , suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K /4000°K /5700°K /6500°K (As per ANSI Bin , SDCM (Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c ex ternal connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper per conductor single core cable and earthing etc. as required with M inimum 5 year OEM warranty. System lumen efficacy ≥120 & <135 lm/W. 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). |
| 91 | 150 Watt |
| 92 | LED Batten light (System lumen efficacy ≥120, <135 lm/Watt) Supplyin , 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 ef ficiency >85%, Operating voltage AC 140270 Volt, frequency 50/60 hz , Operating temp range -5 degC to 40 degC, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P.F.≥0. , IP20, CRI >80, Flicker free (flicker shouldbe 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 including 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 ≥12 <135 lm/Watt output. LM79 & LM80 Test report and all testing required equired 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 th at LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) |
| 93 | 24 -26 watt |
| 94 | T&I Supply |
| 95 | Supply of 2 Pair unarmoured Telephone Cable as per specifications |
| 96 | Supply of 20 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 97 | Supply of 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 98 | Cat 6 UTP (LAN) Networking Cable as per tender specifications |
| 99 | Supply of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includes modular plate & switch box/ gang box for fixing the face plate. |
| 100 | Supply of Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate. |
| 101 | Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 102 | 8 port Industrial Grade Network Switch with Optical Interfaces as per tender specifications |
| 103 | 24 port Industrial Grade Network Switch with Optical Interfaces as per tender specifications |
| 104 | Power cable 3 core x 2.5 mm2 Armoured, Copper as per tender specifications |
| 105 | 600 VA UPS with battery back-up for LAN switch |
| 106 | 12 Fibre Single Mode Armoured Optical Fibre Cable as per Technical Specifications |
| 107 | Supply of 40 mm OD HDPE pipe as per tender specifications |
| 108 | Supply of Transition pits for building entry points as per tender specifications |
| 109 | Supply of wall mounted Fibre Termination Box (FMS) for 24F as per tender specifications |
| 110 | T&I Services |
| 111 | Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Aurmoured/Unarmoured Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taking OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and installation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network. |
| 112 | Installation of Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications |
| 113 | As built documentation covering a) cable layout drawings, b) Cable trench details, c) Cable marker details, d) Earthing layout, e) F ield instrument termination details, f) Cable schedule, g) termination details, h) OTDR Traces of the laid OFC as applicable. |
| 114 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 115 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Engineer |
| 116 | T&I Composite |
| 117 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 20 Pair capacity with mounting arrangement as per specifications |
| 118 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 10 Pair capacity with mounting arrangements as per specification. |
| 119 | Supply and installation of MDF (Main distribution frame) /Distribution box of 50 Pair capacity as per specifications |
| 120 | Civil Works |
| 121 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 122 | In all kinds of soil |
| 123 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in trenches, plinth, sides of foundation etc. including watering, compacting in layers not exceeding 20cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 124 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 125 | Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & floor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment]. |
| 126 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material : |
| 127 | Beyond 30 cm girth upto and including 60 cm girth |
| 128 | Beyond 60 cm girth upto and including 120 cm girth |
| 129 | Beyond 120 cm girth upto and including 240 cm girth |
| 130 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 131 | CONCRETE WORK : CEMENT CONCRETE (CAST IN-SITU) : Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer: |
| 132 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 133 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 134 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 135 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources] |
| 136 | DAMP-PROOF COURSE : Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] laid to proper level & line including providing shuttering & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 137 | PLINTH PROTECTION: Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 138 | MISCELLANEOUS CONCRETE WORK :Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. [Note: Unit \\"KG\\" shall mean \\"PER BAG OF 50 KG OF CEMENT\\"]. |
| 139 | REINFORCED CEMENT CONCRETE : RCC (CAST IN-SITU) : Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR). |
| 140 | a) All work up to plinth level |
| 141 | b) In superstructure at all floors up to floor five level, |
| 142 | Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drain covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, curing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for placing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement shall be made as per relevant item of SOR.] : |
| 143 | With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size). |
| 144 | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 145 | DESIGN MIX CONCRETE : 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 IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, the cost of centering, shuttering, finishing, curing, carriage for all leads, as per direction of the engineer-in-charge, for the following grades of concrete.: Note: 1. 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. 2.Payment for Reinforcement shall be made as per relevant item of SOR. All works upto plinth level |
| 146 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 147 | DESIGN MIX CONCRETE : 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 IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, the cost of centering, shuttering, finishing, curing, carriage for all leads, as per direction of the engineer-in-charge, for the following grades of concrete.: Note: 1. 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. 2.Payment for Reinforcement shall be made as per relevant item of SOR. All works above plinth level upto floor V level |
| 148 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 149 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \\"QN\\" shall mean \\"QUINTAL\\"] |
| 150 | Providing and filling in position blown bitumen in expansion joints. |
| 151 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instructions of the Engineer-in-Charge] |
| 152 | MASONRY WORK : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 153 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 154 | MASONRY WORK :Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : |
| 155 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 156 | Extra for providing and placing in position 2 Nos. 6 mm dia. M.S. bars at every third course of half brick masonry. |
| 157 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 158 | CLADDING WORK :Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite stone slab of colour black, Cherry/Ruby red for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : |
| 159 | Area of slab up to 0.50 sqm |
| 160 | Area of slab over 0.50 sqm |
| 161 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 162 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75 x 50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per directions of the Engineer-in-Charge and finished smooth : |
| 163 | Granite Stone of approved shade |
| 164 | TILE WORK IN CLADDING :Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. |
| 165 | TILE WORK IN CLADDING :Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 166 | TILE WORK IN CLADDING :Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 167 | ACP CLADDING WORK :Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: (A) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (B) Providing, fabricating, supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF/ Lumiflon based fluoropolymer resin coating of approved colour and shade on face #1 and polymer (Service) coating on face #2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (C) The fastening brackets of Aluminium alloy 6005 T5/ MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing. The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in square metre up to two decimal places. |
| 168 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters : |
| 169 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 170 | Providing and fixing fire resistant door frame of section 50x60 mm on horizontal side & 35x60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet (Zinc coating not less than 120 gm/sq.m.) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96 Kg/cu.m. The frame will have a provision of G.I. Anchor fastners 14 nos. (5 nos. each on vertical style & 4 nos. on horizontal style of size M10 x 80) suitable for fixing in the opening along with Factory made Template for S.S. Ball Bearing Hinges of Size 100x89x3 mm for fixing of fire rated glazed shutter. The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per directions of the Engineer-in-Charge. [Note: Cost of S.S. ball bearing hinges is excluded]. |
| 171 | Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by the Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sq.m.) duly filled mineral wool insulation having density min 96 Kg/cu.m. and fixing with necessary Stainless Steel Ball Bearing hinges of size 100x89x3 mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc. all complete as per directions of the Engineer-in-Charge. [Note: Panelling to be paid for seperately]. |
| 172 | Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sq.m.) of size 20x33 mm screwed with M4 x 38 mm S.S. screws at distance 75 mm from the edges and 150 mm c/c, including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading & special ceramic tape of 5 x 20 mm size etc. complete in all respect as per NBC 2016, IS 16231 (Part-3): 2016 and as per the direction of Engineer-in-Charge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/ certification of fire glass and the glass should have the stamp showing the value of 'E', 'EW' & 'EI'. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm. |
| 173 | Providing and fixing panic bar/ latch (Double point) fitted with a single body, Trim Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer-in-Charge, all complete. |
| 174 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm, including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and directions of the Engineer-in-Charge. |
| 175 | 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and directions of the Engineer-in-Charge : |
| 176 | Non-decorative Finish (Matt Finish) |
| 177 | Providing and fixing in wall lining medium density fibre board IS 14587:1998 marked, Pre-laminated with one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. all complete : |
| 178 | 12 mm thick |
| 179 | 18 mm thick |
| 180 | Providing and fixing bright/ matt finished Stainless Steel handles of approved quality & make with necessary SS screws etc. all complete as per direction of the Engineer-in-Charge : |
| 181 | 200 mm (Fancy Handle) |
| 182 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 183 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top cover of required thickness for rolling shutters : |
| 184 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 185 | Providing and fixing ball bearing for rolling shutters. |
| 186 | Extra for providing mechanical device chain and crank operation for operating rolling shutters : |
| 187 | Exceeding 10.00 sq.m. and up to 16.80 sq.m. in the area |
| 188 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 189 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required : |
| 190 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 191 | Providing and fixing Stainless Steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of the Engineer-in-Charge. [Note: For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.] |
| 192 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \\"EPILUX 155 High Build Enamel over a coat of \\"EPILUX 610\\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work). |
| 193 | Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc., for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, collapsible gate, signboards, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying two coats of epoxy paint \\"EPILUX 155\\" High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing anchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (excluding the cost of concrete work). |
| 194 | Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm uniform thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 195 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 196 | Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iron frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid separately]. |
| 197 | Supplying & fixing welded wire mesh door made from steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iron frame by welding, fixing of holdfast, hinges, door handles, tower bolts, aldrops (2 Nos.), painting with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer, excluding frame etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Angle iron frame shall be paid separately]. |
| 198 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lifting arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 199 | Supplying & fixing Pigeon Protection net of mesh 15 mm x 15 mm & Gauge SW14 in sheds including specials required for bolting with tie members of truss, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 200 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 201 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 202 | Providing and laying cement concrete flooring 25 mm thick of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 12.5 mm nominal thickness), laid monolithically over base of concrete in panels at all locations and heights including treads of steps, nosing, landing slab etc. and finished with a floating coat of neat cement @ 2.20 Kg of cement per sqm of flooring, supplying and fixing 1.5 mm thick aluminium strips for full depth, chequering in floor finish if required, rounding, sloping, curing, finishing, preparation of slab, steps, etc., complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for base concrete shall be made under relevant item]. |
| 203 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardner consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IRONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications and directions of the Engineer-in-Charge. |
| 204 | Providing and fixing glass strips (40 mm wide & 4 mm thick) in joints of cement concrete floors. |
| 205 | TILE FLOORING : Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) : |
| 206 | Dark shade pigment using ordinary cement |
| 207 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mortar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and directions of the Engineer-in-Charge : |
| 208 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 209 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 210 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 211 | Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent |
| 212 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 213 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 214 | Providing and laying Glazed Vitrified Tiles (polished finish) of specified sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : |
| 215 | Size of Tile 600 x 600 mm |
| 216 | Size of Tile 600 x 1200 mm |
| 217 | Providing and laying Glazed Vitrified Tiles (Matt/ Antiskid finish) of specified sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : |
| 218 | Size of Tile 600 x 600 mm |
| 219 | Size of Tile 600 x 1200 mm |
| 220 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete : |
| 221 | Size of Tile 600x600 mm |
| 222 | Providing and laying common burnt clay F.P.S. (Non Modular) brick tiles of Class Designation 10 over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat. |
| 223 | Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 224 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 225 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 226 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 227 | Coupler (110 mm) |
| 228 | Single Push-fit Coupler (110 mm) |
| 229 | Bend- 87.5 Degrees (110 mm) |
| 230 | Shoe - Plain (110 mm) |
| 231 | Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centre, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip metalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728 (Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns exterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both surfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and special male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sealing tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement shall be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give minimum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages across laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and details before installation : |
| 232 | Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. [Note: The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs]. |
| 233 | Providing, supplying, erecting and fixing in position 3 mm thick polycarbonate sheets of approved texture and colour for roof lighting. Sheets to be profiled to match metal sheets described in respective item above. Cost to include jointing, sealing with Butyl adhesives and tapes as per manufacturers specifications and all labour, tools, plants, temporary works, etc. all complete. |
| 234 | Supplying, erecting and fixing in position 600 mm wide Colour Bond Ridge Cap and corner flushing rolled from 0.5 mm TCT BHP Zincalume AZ-150 High Tensile Steel (550 MPa Yield Strength) including fixing to sheets stiched by (4.8 mm x 16 mm) Hex Head stitch screws, with metal bonded EPDM washers all complete as per specifications and directtions of the Engineer-in-Charge. |
| 235 | Providing and fixing factory formed rainwater gutters (as per AS-2179) made of the same material used for roofing i.e. 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel with minimum 550 MPa Yield Strength coated with hot dip metallic zinc-aluminium alloy coating \\"ZINCALUM AZ-150\\" or equivalent (as per AS:1397), with super polyester Colorbond XRW quality paint coat as per AS/ NZS:2728 (Category-3) of approved colour, having girth as per design complete in all respect with all necessary supporting straps, joining material, bolts, nuts, washers, sealing material, including cutting holes, making drop ends, funnels etc. or as directed by the Engineer-in-Charge. [Note: Measurement shall be done on as laid length]. |
| 236 | Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter-locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6 mm reveal profile (white/black),comprising of main-T runners of size 15x42 mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross-T of size 15x42 mm of length 600 mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. -With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles |
| 237 | FINISHING: CEMENT PLASTER (IN FINE SAND) : 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 238 | 1:4 (1 cement : 4 fine sand) |
| 239 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : |
| 240 | 1:4 (1 cement : 4 fine sand) |
| 241 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 242 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 243 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. |
| 244 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 kg/10 sqm) |
| 245 | Applying priming coat : |
| 246 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 247 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete : |
| 248 | On steel work |
| 249 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 250 | Distempering with 1st quality acrylic distemper, 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 : Old work (one or more coats) |
| 251 | 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 : |
| 252 | Two coats |
| 253 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content : |
| 254 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/ litre. |
| 255 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 256 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 257 | 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 the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] |
| 258 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] |
| 259 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] |
| 260 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per the directions of Engineer-in-Charge. |
| 261 | 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 the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 262 | 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 earth with lead up to 50 metres. |
| 263 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) [Note: Unit \\"CM\\" shall mean \\"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\\"]. |
| 264 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. [Note: Unit \\"CM\\" shall mean \\"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\\"]. |
| 265 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE for reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg/metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, scales, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fasteners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 266 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to Type-IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC: 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to Class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and directions of the Engineer-in-Charge : |
| 267 | Mandatory/ Regulatory sign boards of 900 mm diameter with support length of 3750 mm |
| 268 | Cautionary/ Warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm |
| 269 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accordance with applicable specifications. |
| 270 | 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 the Engineer-in-Charge : |
| 271 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 272 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of the Engineer-in-Charge. |
| 273 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks 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 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, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge : |
| 274 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 275 | 100mm thick Cement Concrete paver block of M-50 grade with approved colour, design & pattern. |
| 276 | 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 5mm), including making drainage opening wherever required complete etc. as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 277 | SANITARY INSTALLATIONS :Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron \\"P\\" or \\"S\\" trap, 10 litre low level white P.V.C. dual flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : White vitreous china orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 278 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china dual flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 279 | W.C. pan with ISI marked white solid plastic seat and lid |
| 280 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 281 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 282 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern |
| 283 | Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern |
| 284 | Providing and fixing Stainless Steel A ISI 304(18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board : |
| 285 | 510x1040 mm bowl depth 250 mm |
| 286 | Providing and fixing Stainless Steel A ISI 304(18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board : |
| 287 | 610x510 mm bowl depth 200 mm |
| 288 | Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by the Engineer-in-Charge. |
| 289 | Providing and fixing C.P. Brass 32 mm size Bottle Trap of approved quality & make and as per directions of the Engineer-in-Charge. |
| 290 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : Semi Rigid Pipe : |
| 291 | 32 mm diameter |
| 292 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 293 | Providing and fixing toilet paper holder : |
| 294 | C.P. Brass |
| 295 | Providing and fixing soil, waste and vent pipes : 100 mm diameter : |
| 296 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 |
| 297 | Providing and fixing plain bend of required degree : 100 mm diameter : |
| 298 | Sand Cast Iron S&S as per IS:1729 |
| 299 | Providing and fixing double equal plain junction of required degree :100x100x100x100 mm : |
| 300 | Sand Cast Iron S&S as per IS:3989 |
| 301 | Providing and fixing single equal plain junction of required degree :100x100x100x100 mm : |
| 302 | Sand Cast Iron S&S as per IS:3989 |
| 303 | Providing and fixing collar :100 mm : |
| 304 | Sand Cast Iron S&S as per IS:3989 |
| 305 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe : |
| 306 | 100 mm diameter : SS-304 grade coupling with EPDM rubber |
| 307 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : |
| 308 | 100 mm |
| 309 | Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) : |
| 310 | 100 mm diameter |
| 311 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 312 | 100 mm diameter pipe |
| 313 | Providing and fixing glazed vitreous China Oval wash basin of 560x410 mm size with M.S. or C.I. brackets painted white, C.P. brass chain with rubber plug, 32mm C.P. brass waste coupling of standard pattern, 32mm C.P. brass bottle trap and union, 32mm diameter C.P. pipes to wall flange etc. including cutting and making good the walls & floors wherever required, etc. complete in all respects inclusive of cost of all required fittings, fixtures, materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge : |
| 314 | White Colour |
| 315 | Providing and fixing approved quality C.P. brass Towel Rail of 20mm diameter & 600mm long including C.P. brass brackets fixed with wooden cleats and C.P. brass screws etc. complete. |
| 316 | Providing & fixing 6mm thick, copper back finish, looking mirror of required size, made of float sheet glass of best quality & approved make, over 12mm thick marine board fixed to rawl plug with round head screws & washers including teakwood beading with melamine polish all around, complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 317 | WATER SUPPLY : Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the Engineer-in-Charge : |
| 318 | 20 mm nominal outer dia pipes |
| 319 | 32 mm nominal outer dia pipes |
| 320 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per directions of the Engineer-in-Charge : |
| 321 | 15 mm nominal dia pipes |
| 322 | 20 mm nominal dia pipes |
| 323 | 32 mm nominal dia pipes |
| 324 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : |
| 325 | 20 mm nominal dia pipes |
| 326 | 32 mm nominal dia pipes |
| 327 | 40 mm nominal dia pipes |
| 328 | 50 mm nominal dia pipes |
| 329 | 80 mm nominal dia pipes |
| 330 | 100 mm nominal dia pipes |
| 331 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 332 | 32 mm nominal bore |
| 333 | 50 mm nominal bore |
| 334 | 80 mm nominal bore |
| 335 | Providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : |
| 336 | 20 mm nominal bore |
| 337 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms : 15 mm nominal bore |
| 338 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS-8931 : 15 mm nominal bore |
| 339 | Providing and fixing following C.P. Brass central hole wash basin mixer with copper pipe/ pipes and brass nuts of size 15mm, etc. complete including cutting & making good the walls wherever required complete in all respects as per specifications and directions of the Engineer-in-Charge : |
| 340 | C.P. central hole wash basin mixer (Ref. Make: JAQUAR, Model: Cat. No.-167 or approved equivalent) with 1 no. x 10mm diameter & 450mm long copper pipe. |
| 341 | Providing and fixing 15mm diameter C.P. brass shower arm (Ref. Make: JAQUAR, Model: Cat. No. 477 + 493 or approved equivalent) with concealed stop cock (Ref. Make: JAQUAR, Model: Cat. No. 083 or approved equivalent) including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. as per specifications and directions of the Engineer-in-Charge. |
| 342 | Providing and fixing 15mm diameter C.P. brass shower mixer (Ref. Make: JAQUAR, Model: Cat. No. 273 or approved equivalent) and shower (Ref. Make: JAQUAR, Model: Cat. No. 477 + 493 or approved equivalent) including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 343 | Providing and fixing kitchen sink mixer with all fittings (Ref. Make: JAQUAR, Model: Cat. No. 7309 or approved equivalent) including cutting & making good the walls/ counter wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 344 | Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge : |
| 345 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 346 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 347 | DRAINAGE :STONE WARE (SW) PIPES AND FITTINGS : Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 348 | 150 mm diameter |
| 349 | 200 mm diameter |
| 350 | 250 mm diameter |
| 351 | 300 mm diameter |
| 352 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : |
| 353 | 150 mm diameter S.W. Pipe |
| 354 | Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame shall not be less than 2.70 kg as per standard design] : |
| 355 | 100x100 mm size P-type |
| 356 | 150x100 mm size P-type |
| 357 | R.C.C. NON-PRESSURE PIPES & FITTINGS :Providing and laying non-pressure NP-2 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 : |
| 358 | 150 mm dia. R.C.C. pipe |
| 359 | 300 mm dia. R.C.C. pipe |
| 360 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 361 | 450 mm dia R.C.C. pipes |
| 362 | 600 mm dia R.C.C. pipes |
| 363 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Kg |
| 364 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 365 | For pipes 100 to 250 mm diameter |
| 366 | For pipes 250 to 300 mm diameter |
| 367 | For pipes 350 to 450 mm diameter |
| 368 | Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : |
| 369 | 100 mm dia sand cast iron drop connection |
| 370 | Extra for depths beyond 60 cm of sand cast iron drop connection complete. : |
| 371 | 100 mm dia sand cast iron drop connection |
| 372 | Constructing brick masonry road gully chamber with common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) complete as per standard design : |
| 373 | Chamber size 110x50x77.5 cm including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating |
| 374 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 375 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : |
| 376 | Inside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets : |
| 377 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design : With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 378 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coarse aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge : |
| 379 | For 50 Users |
| 380 | For 30 Users |
| 381 | For 10 Users |
| 382 | Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge. |
| 383 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125mm C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 384 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc., as per specifications and directions of the Engineer-in-Charge. |
| 385 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer-in-Charge : |
| 386 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 387 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 388 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 389 | ALUMINIUM WORK : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : For fixed portion : |
| 390 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 391 | ALUMINIUM WORK : Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 392 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 393 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : |
| 394 | With float glass panes of 5.00 mm thickness (weight not less than 12.5 kg/sqm) |
| 395 | With float glass panes of 8.00 mm thickness (weight not less than 20 kg/sqm) |
| 396 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : |
| 397 | With stainless steel cover plate minimum 1.25 mm thickness |
| 398 | Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (both primary and secondary sealant) etc. as per specifications, drawings and directions of the Engineer-in-Charge complete. |
| 399 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per directions of the Engineer-in-Charge : |
| 400 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 401 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 402 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete : |
| 403 | Powder coated (Minimum thickness 50 micron) Aluminium |
| 404 | Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per directions of the Engineer-in-Charge : |
| 405 | Powder coated (Minimum thickness 50 micron) Aluminium |
| 406 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weather/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of the Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : |
| 407 | Up to 5 mm depth and 5 mm width |
| 408 | Up to 10 mm depth and 10 mm width |
| 409 | Up to 20 mm depth and 20 mm width |
| 410 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \\"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\\" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per directions of the Engineer-in-Charge. |
| 411 | Providing and fixing sensor based sliding glass door system of approved make for main entrance door of size 2.0m x 2.4m, comprising of D.C. Motor controller, transmission belt, aluminum profile, sensor and necessary accessories including 10mm thick toughened glass with required framing, fittings, accessories etc. complete in all respect as per manufacturer's specifications, drawings and directions of the Engineer-in-Charge. |
| 412 | Grading roof for water proofing treatment with : |
| 413 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 414 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge. |
| 415 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5:2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3:1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and directions of the Engineer-in-Charge. The product performance shall carry guaranteed for 10 years against any leakage : |
| 416 | For vertical surface two coats @ 0.70 kg per sqm per coat |
| 417 | For horizontal surface one coat @ 1.10 kg per sqm |
| 418 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 419 | RAINWATER HARVESTING & TUBEWELLS : Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 90 metre depth below ground level : All types of soil : |
| 420 | 300 mm diameter |
| 421 | RAINWATER HARVESTING & TUBEWELLS : Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipment, tools, plants & machineries required for the job, all complete as per directions of the Engineer-in-Charge, up to 90 metre depth below ground level : Rocky strata including boulders : |
| 422 | 300 mm diameter |
| 423 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per directions of the Engineer-in-Charge : |
| 424 | 150 mm nominal size diameter |
| 425 | Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C. medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per directions of the Engineer-in-Charge : |
| 426 | 150 mm nominal size diameter |
| 427 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per directions of the Engineer-in-Charge. |
| 428 | Development of tube well in accordance with IS:2800 (Part-I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and directions of the Engineer-in-Charge. [Note: Unit \\"H\\" shall mean \\"PER HOUR\\"]. |
| 429 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : |
| 430 | 150 mm diameter |
| 431 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including necessary bolts & nuts of required size complete. : |
| 432 | 150 mm clamp |
| 433 | Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) : |
| 434 | 150 mm diameter |
| 435 | Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 300 Litre Per Minute (LPM) to required head with starter, wiring from starter to motor and incoming feeder to starter including pipe with all attachment complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, specifications and directions of the Engineer-in-Charge : |
| 436 | 10.0 HP |
| 437 | Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansion joints, etc. complete as per directions of the Engineer-in-Charge. |
| 438 | Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sealing compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. |
| 439 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm size (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 440 | Providing and fixing 100mm wide Vertcal Fabric Blind system of VISTA/ MAC/ TRAC of approved make & shades complete along with standard accessories in required design/ shade as per manufacturer's recommendations, specification and directions of the Engineer-in-Charge. |
| 441 | Providing and fixing of graphics/ signages (including printing of direction, entry, exit, department name, etc.) with self glowing/ back lit signs 12\\"x6\\" as per specification and directions of the Engineer-in-Charge. |
| 442 | Supply, installation, testing & commissioning of Turbo Roof Air Ventilators of Fan Size- 24 inch (neck/ throat dia.), Ventilator Diameter- 30 inch, Ventilator Base (FRP)- standard width 1.8m x dome height 750mm, Opening for ventilation dome- 860mm x 680mm x 608mm, thickness 2mm etc. complete in all respects and as per specifications and directions of the Engineer-in-Charge. |
| 443 | Supplying, fitting, fixing and commissioning of Cascade Jet Fountain up to 13'-0\\" height complete with \\"PEM\\" CANADA make nozzles, pump, motor, starter panel, requisite electrical work etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 444 | Providing 4 feet high R.C.C SCLUPTURE BY EMINENT SCLUPTOR complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. |
| 445 | Providing 7 feet high R.C.C STATUE BY EMINENT SCLUPTOR complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. |
| 446 | Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 gm/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/ tying with building/ scaffolding pipes or with any other fixtures etc. complete as per directions of the Engineer-in-Charge. [Note: One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the Contractor on completion of the work]. |
| 447 | Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measured in stacks will be reduced by 20% for payment]. |
| 448 | Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge measured in stacks will be reduced by 8% for payment]. |
| 449 | Supplying and stacking at site dump manure from approved source, including carriage up to any lead complete. [Note: Volume of manure measured in stacks will be reduced by 8% for payment] : |
| 450 | Screened through sieve of I.S. designation 16 mm |
| 451 | Screened through sieve of I.S. designation 4.75 mm |
| 452 | Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. |
| 453 | Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR]. |
| 454 | Fine dressing of the ground |
| 455 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR]. |
| 456 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludge or extra good earth if needed shall be paid separately under relevant item of SOR]. |
| 457 | Holes 1.2 m diameter and 1.2 m deep |
| 458 | Holes 90 cm diameter and 90 cm deep |
| 459 | Holes 60 cm diameter and 60 cm deep |
| 460 | Holes 45 cm diameter and 45 cm deep |
| 461 | Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge. |
| 462 | Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Engineer-in-Charge (excluding cost of plant & water): |
| 463 | Tree Plant |
| 464 | Hedge Plant/ Ground Cover |
| 465 | Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos (3 Nos horizontal & 4 Nos vertical “U“ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of the Engineer-in-Charge. |
| 466 | Top inside diameter 35 cm, outer bottom diameter 25 cm, total height 35 cm with wall thickness of 25.4 mm |
| 467 | Top inside diameter 30 cm, outer bottom diameter 20 cm, total height 30 cm with wall thickness of 25.4 mm |
| 468 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2.0 m high, above ground consisting 4 Nos. 25x6 mm, 2.25 m long and 8 Nos 25x3 mm, 2.0 m long vertical M.S. flats, riveted to 3 nos 25x6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered IOCL or any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of the Engineer-in-Charge. |
| 469 | Providing and fixing M.S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of 4 Nos angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 Nos flat iron of size 25x3 mm, 1.2 m long. The vertical mambers shall be welded to 4 Nos. 25x6 mm M.S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered IOCL or any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect. |
| 470 | Providing & fixing of White River (Stone) Pebbles size of 2\\" to 2.50\\" dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per directions of the Engineer-in-Charge. |
| 471 | Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure. [Note: The good earth shall be paid for separately under relevant item of SOR]. |
| 472 | Cutting of designer hedge/ edge including removing of cut material, cleaning, hoeing of hedge/ edge, bed watering, manuring and applying insecticides and fungicides etc. (excluding the cost of materials) complete as per directions of the Engineer-in-Charge. [Note: Unit \\"SQM\\" shall mean \\"PER SQM PER MONTH\\".] |
| 473 | Providing and watering of Horticulture features i.e. lawn, tree, shrubs, hedge/ edge, ground cover etc. with irrigation water at the site of work. Watering shall be done through water tanker having 5000 litre capacity with one labour for watering including cost of water, filling of tanker, watering at site with all leads and lifts as per direction of the Engineer-in-Charge. [Note: Unit \\"EA\\" shall mean \\"PER TRIP\\"]. |
| 474 | Anti-termite treatment of infected trees including all branches/ leaves by spraying chemical emulsion (Chlorpyriphos 20% EC 0.5% concentration) through power spray machine @ 100 ml Chlorpyriphos per tree including cost of chemical, complete as per directions of the Engineer-in-Charge. [Note: Unit \\"EA\\" shall mean \\"EACH TREE\\"]. |
| 475 | Anti-termite treatment of lawn area using PREMISE 30.50% IP. One litre PREMISE diluted in 499 litres of water and applying solution @ 1.00 litre per sqm of lawn or bed area (two applications are required) including cost of chemical complete as per directions of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 476 | Anti-termite treatment of lawn area using PREMISE 30.50% IP. One litre PREMISE diluted in 499 litres of water and applying solution @ 1.00 litre per sqm of lawn or bed area (two applications are required) including cost of chemical complete as per directions of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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