Tender For Estimate Of Construction Of Pump Houses At Massani Barrage Including Civil, Mechanical, Electrical Works And All Other Development Works.
Tender Value
11.50 Crore
Estimated cost
Bid Submission
25 Aug 2026
8 days left
EMD
23 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rewari → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate Of Construction Of Pump Houses At Massani Barrage Including Civil, Mechanical, Electrical Works And All Other Development Works.
BOQ
| Sl. No. | Item Description |
| 1 | Supply, installing, testing and commissioning of 400 mm i/d DI DF Metal Seated Non Rising Spindle Sluice Valve of pressure grade PN1.6 as per IS: 14846: Body Dome: DI IS 1865 Gr 400/15: Wedge:DI IS 1865 Gr 400/15: Body and Wedge Rings: Bronze IS: 318 Gr LTB2 Spindle: SS AISI 410, Fasteners: CS. Flange Drilling: IS 1538 Table 486, Operation - Manual and Electric Actuator(AUMA, Rotorek, Pneutork, Marsh Pneumatic, Elomatic make with inetegral starter), complete in all respect as per site requirement and to the satisfaction of Engineer-in-charge, of make IVC Nasik, VAG, Talis, Kirloskar. (NS Item) |
| 2 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia 4 mm |
| 3 | `Planning, Designing, Supply, Installation, Testing and Commissioning of LV PMCC Panel (Complete with Incomer for 1 Nos. Transformers and 2 Nos. DG sets of required capacity, Bus coupler, Motor Starters like DOL/Star Delta/Soft Starter/ VFD, PLC (for auto load management, load sharing, AMF and synchronisation) etc. as Per approved Drawing and Specification) shall be Metal enclosed (3 mm thick CRCA sheet for load bearing member and 2 mm thick for non-load bearing member, Double Front, Compartmentalized type provided . PMCC’s shall be metal clad floor mounted, with cable entry from Top/Bottom of the panel and environmentally protected to IP-52 (Indoor) Location. PMCC shall have fault rating 50 KA for 1sec. IN PMCC Panel Bus bar shall be AL conductor : Panel Switchgear Make Shall be As Schneider / Siemens/ /ABB/GE and Panel shall be assembled by reputed Panel Vendor/channel Partner. Panel construction shall be As per IEC 60668 and Wiring Shall be As per IEC 60364. All the Selected switchgear for motor feeder shall confirming the Type 2 co-ordination. PMCC panel shall have SCADA compatibility for operation, monitoring and control as per the system requirement. Panels shall consist the following 1. 4000 Amp., 415 Volt 50 Hz, EDO ACB for Transformer supply -412 Nos. 2. 1600 Amp., 415 Volt 50 Hz, EDO ACB for DG supply -2 Nos. 3. 4000 Amp., 415 Volt 50 Hz, EDO ACB for Bus Coupler supply -2 Nos. all ACB shall have phase indication, on, off, trip indication, spring charge and control supply healthy indication, Digital Volt Meter and Ammeter with seclector switch, Protection Relays and annunciator, local remote selector switch etc. complete in all respects.4. DOL Starter feeder for motor operated equipment like motorized valve, gate etc. as required with local/ remote selector switch, open-close push button, open close indication, interlock facilities with field equipment.5. DOL/Star delta starter feeder for pumping machinery with local remote selector switch, start-stop push button and indication with ditigal type ammeter with selector switch.6. Out-going MCCB feeder of suitable rating for EOT crane, internal-external lighting and auxiliary supply of equipment as required. |
| 4 | `Supply, installation, testing and commissioining of level indicator with transmitter (ultrasonic type) with 4 - 20 mA analoge output suitable for at HART communication including all other required accessories as required for measurement complete in all respect with SCADA compatibiltiy.Make Endress plus Hauser,Honeywell,Hycontrols,UK,ABB |
| 5 | `Supply,Installtion/Erection,testing and commissioning of Pressure Transmitter Bourdon Pressure Gauge with their accessories at site, confirming to the tender/system requirement and technical specification complete in all respects up to the entire satisfaction of Engineer-In charge of the works. Make:ABB,Warne,Endress plus Hauser,Hach. |
| 6 | Providing and fixing Stainless Steel Wall mounted BracketSupports to support Verticle Pipe Scheme for Pump Chamberfor diameter of pipe -250 mm Ø for Pumping Scheme. |
| 7 | `Supply and fixing polycarbonate junction box having degree of protection IP66 complete in all respect including required i/O terminal , required no. of glands for signal cable upto 12 pair 1.5 sqmm, instrumentation cable make -Hensal, schneider or any approved make.(NSR)` |
| 8 | Supply and laying of Premier Insulating Mat `B` calss as per IS-15652:2006 (NSR)` |
| 9 | `Wall Mounted S.S. Support Brackets for Vertical Portions of Pipe(NSR)`For 400 mm Ø- Pipe |
| 10 | `Supply, inspection testing commissioning and laying of steel strip armoured XLPE insulated cable laid in ground cable, loose in existing pipe, trenches and Cable Tray etc. as required complete with necessary connections.(NSR)`4 C x 4 sqmm CU XLPE Insulated power cable for actuator power supplyMake: Finolex / Fort Closter / KEI/ L andT or approved make |
| 11 | `Supply, inspection testing commissioning and laying of steel strip armoured XLPE insulated cable laid in ground cable, loose in existing pipe, trenches and Cable Tray etc. as required complete with necessary connections.Make:Finolex / Fort Closter / KEI/ L andT or approved make(NSR)`7 C x 1.5 sqmm CU XLPE Insulated control cable |
| 12 | `Supply, inspection testing commissioning and laying of steel strip armoured XLPE insulated cable laid in ground cable, loose in existing pipe, trenches and Cable Tray etc. as required complete with necessary connections.Make:Finolex / Fort Closter / KEI/ L andT or approved makes12 C X 1.5 Sqmm CU XLPE Insulated control cable |
| 13 | `Supply, inspection testing commissioning and laying of steel strip armoured XLPE insulated cable laid in ground cable, loose in existing pipe, trenches and Cable Tray etc. as required complete with necessary connections.Make:Finolex / Fort Closter / KEI/ L andT or approved makes 19 C X 2.5 Sq.mm |
| 14 | Supply, Installation, Testing and commissioning of Online Effluent Quality Monitoring System with complete Engineering Panel, Cloud connector (Devices) for online server connectivity with all electronics for monitoring parameters including COD, BOD, TSS and pH, Ammonia, Nitrogen, Nitrate including online data transfer to HSPCB, CPCB and IandWRS website on daily basis, for online (continuous) measurement of PH, Total suspended solids (TSS), Chemical Oxygen Demand (COD), Biological Oxygen Demand (BOD), Ammonia, Nitrogen, Nitrate by single analyzer with various sensors (Spectral measurement in the UV-VIS range 200-720 mm) performing reagent and chemical free analysis with automatic cleaning of sensor, single cables and power cables, local data acquisition and display of data on continuous basis for up linking the date to CPCB, HSPCB and IandWRD, TUV with SCADA compatibility TN/TP analyser complete in all respects as per Central Pollution Control Board (CPCB) guidelines for online continuous monitoring system for effluents and as Contained in scope of work in the notice inviting tender. |
| 15 | Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge Type:- Extra Heavy Duty Set (EHD-35) 900 mm x900 mm Clear Opening |
| 16 | Supply, Installation, Testing and Commissioning of Signal Cable - 600 Volts Grade , Multistrand, Annealed Tinned Electrolytic Grade Copper Conductor , Extruded XLPE Insulated, such 2 Cores twisted together to Form One Pair , Colour Identification shall be as per BS 5308, Each Pair Shielded with Helically applied Aluminium Mylar tapeand along with a Drain wire, various such Individually Shielded Pairs / Triads laid up together to form a Compact Circular cable Core , Mylar taped and overall shielded with Aluminium Mylar tape and along with a Drain wire, Inner Extruded PVC [ Type ST-2 ] sheathed, Galvanised round wire Armoured and overall Black Colour Flame Retardant FR PVC [Type ST-2) sheathed Instrumentation Cable as per Specifications , BS :5308 - 1and2 : 1985 / BS EN 50288-7: 2005.Make:-Finolex / Fort Closter / KEI/ L andT or approved makes 12 Pair X 1.5 Sq.mm CU Armoured CABLE |
| 17 | Supply, Installation, Testing and Commissioning of Signal Cable - 600 Volts Grade , Multistrand, Annealed Tinned Electrolytic Grade Copper Conductor , Extruded XLPE Insulated, such 2 Cores twisted together to Form One Pair , Colour Identification shall be as per BS 5308, Each Pair Shielded with Helically applied Aluminium Mylar tapeand along with a Drain wire, various such Individually Shielded Pairs / Triads laid up together to form a Compact Circular cable Core , Mylar taped and overall shielded with Aluminium Mylar tape and along with a Drain wire, Inner Extruded PVC [ Type ST-2 ] sheathed, Galvanised round wire Armoured and overall Black Colour Flame Retardant FR PVC [Type ST-2) sheathed Instrumentation Cable as per Specifications , BS :5308 - 1and2 : 1985 / BS EN 50288-7: 2005.Make:-Finolex / Fort Closter / KEI/ L andT or approved makes 1 Pair X 1.5 Sq.mm CU Armoured |
| 18 | Providing, fixing, and commissioning of Cast Iron (CI) Sluice Gate ,with Frame conforming to IS: 13349 (latest revision),Operation:Manual/Electric , with S.S. 304 Grade Spindle and Seating Faces, D.I. Wedge Block with S.S. AISI :304 / CF8 Lining with all accessories including Lift Nut, Fastners, Extension Spindle, Guide Bracket, Coupling, Coupling etc all complete isn all respect up to the entire satisfaction of Engineer-in-Charge. Sluice Gate - 1.2 m x 1.2 m Make:JASH / Kirloskar Brothers Ltd./ Indian Valve Company (Nasik)./Oriental/Upadhay / Arch Enviro. |
| 19 | `Planning, Designing, Supply,erection, testing and commissioning of SCADA and PLC System ,(for individual controling and remote controling facility via Wired/Wireless communication infrastructure to centralised master control station) and their allied works for automatic process monitoring, operation and control at main pumping station site including cost of PLC, SCADA Panel /system with licenced software, 2KVA UPS, Server for SCADA system, Junction boxes, Industrial Type Computer set, Printer, Integration and necessary connection of Different types of Process instruments and their Instrumentation work, Integration and necessary connection with PMCC/MCC/PLC/RTU panel as per approved process automation system architecture. The work shall also be included of Planning, Designing,Supply,erection,Laying,testing and commissioning of Power, Signal and control cabling including their termination etc. The work shall be done as per technical specification and tender requirement to meet the system requirements, and shall be complete in all respects up to the entire satisfaction of engineer In charge of the works. Note:- The Work shall be included training and one year maintenance charges at site. |
| 20 | Supply, installing, testing and commissioning of 1200 mm i/d DI DF Metal Seated Non Rising Spindle Sluice Valve of pressure grade PN1.6 as per IS: 14846: Body Dome: DI IS 1865 Gr 400/15: Wedge:DI IS 1865 Gr 400/15: Body and Wedge Rings: Bronze IS: 318 Gr LTB2 Spindle: SS AISI 410, Fasteners: CS. Flange Drilling: IS 1538 Table 486, Operation - Manual/ Electric Actuator (AUMA / ROTORK / MARSH / LandT/VTM/ABB with integral starter) complete in all respect as per site requirement and to the satisfaction of Engineer-in-charge, of make IVC Nasik, VAG,Kirloskar(KBL). (NS Item) |
| 21 | Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per Technical Specifications and specified makes as per direction of Engineer in charge. with SCADA compatibiltiy 1200 mm,Make: Endress plus Hauser, Rosemount (Emerson), ABB. |
| 22 | Providing, supplying, installing, testing andcommissioning of 400 mm dia Non-Return Valve (NRV) of brands IVC Nasik/Kirloskar/KBL/Jupiter or any reputed brand, Valve upto 600mm dia. Shall be confirm to IS:5312 part 1 and above to IS:5312 part 2. Valve shall be in graded DI (IS:1865 Gr.500/7) with metal to metal (IS:318 Gr. LTB2 with 2% Nickel / SS AISI 304 stub pin and slants seat design. Valve above 600mm dia must be multi-door design with doors having minimum two integral lugs for hinging of the door. Valves Ø50 and above shall be rated PN1.0/PN1.6 as per final design of BOQ) and flanges faced and drilled as per IS: 1538 table 4 and 6 IS: 9523/BS EN 1092-2 complete in all respect as per site requirement and to the satisfaction of Engineer-in-charge (Rates excluding GST) |
| 23 | Providing and laying Double Flanged (Screwed/ Welded) 1200 mm Dia Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 as required with all labour and material complete in all respect to the satisfaction of Engineer-in-Charge. |
| 24 | Providing and laying Double Flanged (Screwed/ Welded) 1000 mm Dia Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 as required with all labour and material complete in all respect to the satisfaction of Engineer-in-Charge. |
| 25 | Supply and erection of cable end termination of various size power and control LT cables with copper and aluminium lugs, Ni-plated double compression brass cable gland etc.asas required with all labour and material complete in all respect to the satisfaction of Engineer-in-Charge.` |
| 26 | Providing, fixing, and commisstoning of Cast Iron (CI) Slulce Gate 1800mm x 1800mm with frame conforming to1S: 13349 (latest revision), Operatlon: Manual (To be upgraded with Electrie Operatlon), with S.S. 304 Grade Spindle and Seatiug Faces, D.l. Wedge Block with S.S. AISI 304/CF8 Lining with all accessories Including Lift Nut, Fastners, Extension Spindle, Gulde Bracket,Coupling ete, Operated with 7-8 m load complete tn all respect up to the entire satisfaction of Engineer-In-Charge. |
| 27 | Supply, Erection, Commissioning, of fully automatic Electric Operated Overhead Travelling Crane of 5 ton capacity having 6 directional/axis movement, confirming to IS 807,3117 and 3938 tested to 50% overload with a span of 10 meter (approx.), lift 15 meter and long length of 30 meters, including supplying and installation of Gantry Railing/Girder/Rail etc. and all other required accessories like LT/CT brake motors with control panel, cables as per site conditions of existing/modified structures and as per approved make/specification of the department complete in all respects as per directions of Engineer-in-charge ,Make: Bradys,ELDROF,Wester |
| 28 | Supplying, erection, testing and commissioning of high efficient non clog Submersible motor pumping set and commissioning of Non Clog submersible pumpset of discharge 300 LPS and 40 mtr. head fitted with foundation,90 KW(121 HP) motor or treated waste water application with all accessories like guide pipe, guide wire, duckfoot bend, well mouth, strainer, lifting arrangement, foundation accessories, Standard Safety protections for Pump and Motor (i.e. moisture sensing, temperature sensing for bearings , motor and Winding,Mechanical seal leakage detection etc. as required),1.1 KV annealed tinned copper conductor, insulated with electron beam Irradiated cross linked elastomeric compound Power and Control cable of suitable lenght,Parameter Mesurement Unit (PMU) etc. as required complete in all respect. Motor shall be high efficient,415V plus -10% 50Hz, Class-F/H insulation having IP-68 as per IS:2147 suitable for DOL/Star-Delta/ATS starting method . Pump set design and material shall be as per manufacturer standard confirming to IS/EN/IEC standard suiatble for Treated waste water application. (MAKE: KSB, CRI, Kirlosker, Crompton greeves, Lubi, Aqua,Liquid AMP). Including Third Partyinspection from Govt. approved agency., |
| 29 | Supply, installation, testing and commissioning of 1200 mm Dia DI Double Flange, Metal Seated Non-Return Valve (NRV), PN 16, conforming to EN 12334, with Ductile Iron body/disc ENGJS-1030 (GGG-40), SS shaft AISI-420, SS fasteners AISI316, nickel welded micro-finished seat, suitable for water/waste water, complete with epoxy coating minimum 150 micron thickness,Valve above 600mm dia must be multi-door design with doors having minimum two integral lugs for hinging of the door, complete in all respect as per site requirement and to the satisfaction of Engineer-in-charge, of make IVC Nasik, VAG, KBL,AVK. |
| 30 | Operation and Maintenance of Electro-Mechanical Components installed at Massani Barrage Pump House including operation, routine maintenance, preventive maintenance, servicing, attending breakdowns and smooth running of pumping machinery, motors, DG sets, transformers, HT/LT switchgear, MCC/PCC panels, APFC panels, VFD/Soft starters, cables, illumination system, earthing system, sluice gates, valves, crane/hoist, instrumentation, automation/control system and all allied electro-mechanical equipment complete in allrespects including deployment of required manpower, tools and tackles, lubricants, spares,consumables andmaintenance of records/registers as per departmental specifications, site requirements and directions of Engincer-in-Charge.Provision for operation and maintenance charges for the scheme for 3 years after 1 year defect liability period. Payment of O and M charges shall be made half-yearly. |
| 31 | Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for metre connections etc. as required with all labour and material complete in all respect to the satisfaction of Engineer-in-Charge. |
| 32 | Providing and fixing 50mmX6mm GI strip on surface or in recess or 0.5 mtr. Below ground lavel for connections with earth electrode etc. as required with all labour complete in all respect to the satisfaction of Engineer-in- Charge. |
| 33 | [10.1.1.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. 1.1. Re-compacting excavated soil in plinth under floors, including watering, ramming, consolidating and dressing complete. [Through Rate] |
| 34 | [10.12]Providing and laying of 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. [Through Rate] |
| 35 | [10.13.1]Providing and laying cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 1. 18 mm thick [Through Rate] |
| 36 | [10.14]Providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping. [Through Rate] |
| 37 | [10.15]Extra for using hardener at top surface (3.5Kg /sqm) of trimix M25 to finish surface complete in all respect [Through Rate] |
| 38 | [10.2]Supplying and filling in plinth with sand (conforming to zone-IV, IS 1542) under floors, including watering, ramming, consolidating and dressing complete. [Through Rate] |
| 39 | [10.37.1]Providing and fixing of Kota stone slab flooring 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) : 1. 25 mm thick [Through Rate] |
| 40 | [10.38]Providing and fixing of 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. [Through Rate] |
| 41 | [10.43]Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. [Through Rate] |
| 42 | [10.45]Extra for pre finished nosing to treads of steps of marble stone. [Through Rate] |
| 43 | [10.49.1]Providing and laying flamed finish 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 : 1. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. [Through Rate] |
| 44 | [10.51]Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc. [Through Rate] |
| 45 | [10.58]Providing and fixing 1st 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 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 @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. [Through Rate] |
| 46 | [10.60]Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, 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., complete. [Through Rate] |
| 47 | [10.63.2]Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm 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., complete. 2. Size of Tile 600x600 mm [Through Rate] |
| 48 | [10.67.2]Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and 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/ sqm including grouting the joint with white cement and matching pigments etc. complete. 2. Size of Tile 600x600 mm [Through Rate] |
| 49 | [11.101.2]Painting (two or more coats) on CI/SCI rain water, soil waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture, over and including a priming of ready mixed zinc chromate yellow primer on new work: 2. 100 mm diameter pipes [Through Rate] |
| 50 | [11.15]6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. [Through Rate] |
| 51 | [11.17]Providing and fixing of chicken wire mesh for avoiding cracks in plaster with necessary nail/screws etc. complete in all respect to the entire satisfaction of engineer-in-charge [Through Rate] |
| 52 | [11.18]18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). [Through Rate] |
| 53 | [11.3]Neat cement punning. [Through Rate] |
| 54 | [11.34]Extra for providing and mixing water proofing material (as per BIS 2645:2003) in cement plaster work in proportion recommended by the manufacturers. [Through Rate] |
| 55 | [11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) [Through Rate] |
| 56 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] |
| 57 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 58 | [11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) [Through Rate] |
| 59 | [11.52]Cement rendering on plaster 1 mm thick [Through Rate] |
| 60 | [11.58]Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete [Through Rate] |
| 61 | [11.59]Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. [Through Rate] |
| 62 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] |
| 63 | [11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) [Through Rate] |
| 64 | [11.63]Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Through Rate] |
| 65 | [11.64.1]Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1. New work (two or more coats) over and including water thinnable priming coat with cement primer [Through Rate] |
| 66 | [11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer [Through Rate] |
| 67 | [11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works [Through Rate] |
| 68 | [11.68.4]Applying priming coat: 4. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) [Through Rate] |
| 69 | [11.73.1]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. 1. On steel work [Through Rate] |
| 70 | [11.73.2]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. 2. On concrete work [Through Rate] |
| 71 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] |
| 72 | [11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) [Through Rate] |
| 73 | [11.8.2]12 mm cement plaster of mix : 2. 1:6 (1 cement: 6 coarse sand) [Through Rate] |
| 74 | [11.9.2]15 mm cement plaster on rough side of single or half brick wall of mix: 2. 1:6 (1 cement: 6 coarse sand) [Through Rate] |
| 75 | [11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate] |
| 76 | [12.102.1]Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 1. 125 mm [Through Rate] |
| 77 | [12.102.2]Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 2. 100 mm [Through Rate] |
| 78 | [12.103.1]Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 1. Single rubber stopper [Through Rate] |
| 79 | [12.103.2]Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 2. Twin rubber stopper [Through Rate] |
| 80 | [12.111.1]Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete. 1. 152x42x18 mm weighing not less than 60 gms [Through Rate] |
| 81 | [12.111.2]Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete. 2. 202x42x18 mm weighing not less than 78 gms [Through Rate] |
| 82 | [12.157.1.2]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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 1.2. For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) [Through Rate] |
| 83 | [12.157.1.3]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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 1.3. For fixed portion Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) [Through Rate] |
| 84 | [12.157.2.2]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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 2.2. 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 (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) [Through Rate] |
| 85 | [12.157.2.3]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 / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 2.3. 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 (Fittings shall be paid for separately) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) [Through Rate] |
| 86 | [12.159.1]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 the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 1. With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) [Through Rate] |
| 87 | [12.160.1]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 the direction of Engineer-in-charge. 1. With stainless steel cover plate minimum 1.25 mm thickness [Through Rate] |
| 88 | [12.162.2]Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete. 2. 255 X 19 mm [Through Rate] |
| 89 | [12.166.2]Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. 2. Powder coated minimum thickness 50 micron aluminium [Through Rate] |
| 90 | [12.167.2]Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge 2. Powder coated minimum thickness 50 micron aluminium [Through Rate] |
| 91 | [12.167.3]Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-in-charge 3. Polyester powder coated minimum thickness 50 micron aluminium [Through Rate] |
| 92 | [12.177.1]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 the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 1. With toughened glass panes of 6 mm thickness (weight not less than 15 kg/sqm) [Through Rate] |
| 93 | [12.98.1]Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 1. 300x16 mm [Through Rate] |
| 94 | [12.98.2]Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 2. 250x16 mm [Through Rate] |
| 95 | [12.99.3]Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 3. 200x10 mm [Through Rate] |
| 96 | [13.29.1]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. 1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete [Through Rate] |
| 97 | [13.29.2]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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] |
| 98 | [13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes [Through Rate] |
| 99 | [13.37.3]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. 3. 80x0.90 mm M.S. laths with 0.90 mm thick top cover [Through Rate] |
| 100 | [13.38]Providing and fixing ball bearing for rolling shutters. [Through Rate] |
| 101 | [13.39.1]Extra for providing mechanical device chain and crank operation for operating rolling shutters. 1. Exceeding 10.00 sqm and up to 16.80 sqm in the area [Through Rate] |
| 102 | [13.40]Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). [Through Rate] |
| 103 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate] |
| 104 | [17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material [Through Rate] |
| 105 | [17.44]Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications [Through Rate] |
| 106 | [17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. [Through Rate] |
| 107 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] |
| 108 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] |
| 109 | [20.150.9]Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications with PN 1.6 complete in all respect of the following sizes including alljointing material, cost of all labour, testing and commissioning as per Technical Specifications and specified makes as per direction of Engineer in charge. 9. 400 mm dia [Through Rate] |
| 110 | [20.155.7]Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. completein all respect as per Technical Specifications and specified makes as perdirection of Engineer in charge. 7. EMF 400 for DN 400 mm [Through Rate] |
| 111 | [20.62.1]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 1. 200 mm i/d [Through Rate] |
| 112 | [20.64.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. 1. 100 mm i/d [Through Rate] |
| 113 | [20.68.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia [Through Rate] |
| 114 | [20.68.2]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 2. Above 300mm dia and up to 600mm dia [Through Rate] |
| 115 | [20.68.3]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 3. Above 600mm dia and up to 1000mm dia [Through Rate] |
| 116 | [20.68.4]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 4. Above 1000mm dia [Through Rate] |
| 117 | [20.72]Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. [Through Rate] |
| 118 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate] |
| 119 | [21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. [Through Rate] |
| 120 | [21.57.1.7]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.7. For Circular sewers having internal diameter - 300 mm [Through Rate] |
| 121 | [21.84.3]Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 3. Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab) [Through Rate] |
| 122 | [21.87.1.2]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.2. Single road gully chamber - Size.-610 mmx457 mmx1105mm [Through Rate] |
| 123 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] |
| 124 | [21.94.1]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 1. 100mm i/d [Through Rate] |
| 125 | [21.94.2]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 2. 150mm i/d [Through Rate] |
| 126 | [21.95.1]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 1. 350 mm [Through Rate] |
| 127 | [21.96.1]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 1. 200 mm Outside Dia [Through Rate] |
| 128 | [21.96.3]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 3. 250 mm Outside Dia. [Through Rate] |
| 129 | [21.96.5]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 5. 315 mm Outside Dia [Through Rate] |
| 130 | [22.1.4]Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 4. White vitreous chinaware Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap [Through Rate] |
| 131 | [22.102.2]Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 2. 150 mm diameter [Through Rate] |
| 132 | [22.103.1]Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 1. 15 mm nominal bore [Through Rate] |
| 133 | [22.105.1]Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 1. 15 mm nominal bore [Through Rate] |
| 134 | [22.107.1]Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 1. 15 mm nominal bore [Through Rate] |
| 135 | [22.108.1]Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1. 15mm nominal bore [Through Rate] |
| 136 | [22.113.2]Providing and fixing PTMT pillar cock of approved quality and colour. 2. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms [Through Rate] |
| 137 | [22.114.1]Providing and fixing PTMT, push cock of approved quality and colour. 1. 15 mm nominal bore, 98 mm long, weighing not less than 75 gms [Through Rate] |
| 138 | [22.115.2]Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 2. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms [Through Rate] |
| 139 | [22.119.1]Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 1. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms [Through Rate] |
| 140 | [22.119.2]Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 2. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. [Through Rate] |
| 141 | [22.120]Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms. [Through Rate] |
| 142 | [22.123.2.1]Providing and fixing PTMT grating of approved quality and colour. 2.1. Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating [Through Rate] |
| 143 | [22.124.2]Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 2. 20 mm nominal bore, 120 mm long, weighing not less than 198 gms [Through Rate] |
| 144 | [22.161.4]Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 4. 250 mm dia Ductile Iron Double Flanged [Through Rate] |
| 145 | [22.161.7]Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 7. 400 mm dia Ductile Iron Double Flanged [Through Rate] |
| 146 | [22.162.1.1]Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mm diameter Class I [Through Rate] |
| 147 | [22.166.1.1]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 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 1.1. 100x100 mm size P type With common burnt clay non-modular bricks of class designation 7.5 [Through Rate] |
| 148 | [22.166.3.1]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 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 3.1. 180x150 mm size P type With common burnt clay non-modular bricks of class designation 7.5 [Through Rate] |
| 149 | [22.17.2]Providing and fixing 40mm i/d chromium plated trap with chromium plated pipe to wall with walflange completed for use with sinks 2. With C.P. Brass P or S Trap [Through Rate] |
| 150 | [22.175.1]Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 [Through Rate] |
| 151 | [22.181]Providing and placing on terrace (at all floor levels) polyethylene water storage tank, 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. [Through Rate] |
| 152 | [22.188.2]Disinfecting C.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory. 2. 100 mm diameter C.I. pipe [Through Rate] |
| 153 | [22.19]Providing and fixing 100 mm sand cast Iron grating for gully trap. [Through Rate] |
| 154 | [22.198.1]Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 1. With 20x20 mm square bar [Through Rate] |
| 155 | [22.20.1]Providing and fixing in position C.I. plain Nahani Trap conforming to I.S.I. specifications and of self cleaning design with C.P. brass hinged grating with frame complete 1. 50 mm i/d outlet plain Nahani trap [Through Rate] |
| 156 | [22.201.1.1]Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 1.1. L D- 2.5 Rectangular shape 600x450 mm internal dimensions [Through Rate] |
| 157 | [22.210.4]Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 4. Rectangular shape 1500x450 mm [Through Rate] |
| 158 | [22.218.2]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 2. 300 mm Internal Diameter [Through Rate] |
| 159 | [22.219.2]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 2. 300 mm Internal Diameter [Through Rate] |
| 160 | [22.222.1.1]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.1. Single Socket Type A 160mm o/d SWR UPVC pipe lines laid complete [Through Rate] |
| 161 | [22.222.1.2]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.2. Single Socket Type A 110mm o/d SWR UPVC pipe lines laid complete [Through Rate] |
| 162 | [22.222.1.3]Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.3. Single Socket Type A 90mm o/d SWR UPVC pipe lines laid complete [Through Rate] |
| 163 | [22.24.1]Providing and fixing white vitreous chinaware pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous chinaware flushing cistern and C.P. flush bend with fittings and 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 : 1. W.C. pan with ISI marked white solid plastic seat and lid [Through Rate] |
| 164 | [22.38]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 European type W.C. of quality and make as approved by Engineer - in - charge. [Through Rate] |
| 165 | [22.42.1]Providing and fixing toilet paper holder : 1. C.P. brass [Through Rate] |
| 166 | [22.51.1.1]Providing and fixing soil, waste and vent pipes : 1.1. 100 mm dia Sand cast iron S&S pipe as per IS: 1729 [Through Rate] |
| 167 | [22.56.1.3]Providing and fixing plain bend of required degree. 1.3. 100 mm dia Hub less centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 [Through Rate] |
| 168 | [22.75.1.2]Providing and fixing terminal guard : 1.2. 100 mm Sand cast iron S&S as per IS - 3989 [Through Rate] |
| 169 | [22.76.1.1]Providing and fixing collar : 1.1. 100 mm Sand cast iron S&S as per IS - 1729 [Through Rate] |
| 170 | [22.79.2]Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 2. 75 mm [Through Rate] |
| 171 | [22.80.1.1]Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 1.1. 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989 [Through Rate] |
| 172 | [22.86.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and 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 direction of Engineer in Charge. 3. 25 mm nominal outer dia Pipes [Through Rate] |
| 173 | [22.86.4]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and 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 direction of Engineer in Charge. 4. 32 mm nominal outer dia Pipes [Through Rate] |
| 174 | [22.87.2]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. External work 2. 20 mm nominal outer dia Pipes [Through Rate] |
| 175 | [22.87.5]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. External work 5. 40 mm nominal outer dia Pipes [Through Rate] |
| 176 | [22.9.1]Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: 1. White glazed fire clay kitchen sink of size 600x450x 250 mm [Through Rate] |
| 177 | [22.96.1]Providing and fixing brass bib cock of approved quality : 1. 15 mm nominal bore [Through Rate] |
| 178 | [22.96.2]Providing and fixing brass bib cock of approved quality : 2. 20 mm nominal bore [Through Rate] |
| 179 | [22.97.1]Providing and fixing brass stop cock of approved quality : 1. 15 mm nominal bore [Through Rate] |
| 180 | [22.97.2]Providing and fixing brass stop cock of approved quality : 2. 20 mm nominal bore [Through Rate] |
| 181 | [22.98.5]Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 5. 50 mm nominal bore [Through Rate] |
| 182 | [22.99.1.2]Providing and fixing gun metal non- return valve of approved quality (screwed end) : 1.2. 25 mm nominal bore Vertical [Through Rate] |
| 183 | [23.22.4.2]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.2. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 8 way ( 2 incoming and 6 outgoing) [Through Rate] |
| 184 | [23.22.4.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.3. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 12 way ( 2 incoming and 10 outgoing) [Through Rate] |
| 185 | [23.22.4.8]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.8. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. TPN DB Horizontal type Double Door 12 way ( 8 incoming 3phase*12 outgoing) [Through Rate] |
| 186 | [23.22.5.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole [Through Rate] |
| 187 | [23.22.5.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.3. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Double POLE [Through Rate] |
| 188 | [23.22.5.8]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.8. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 40 amp to 63 amp. MCBs FOUR POLE [Through Rate] |
| 189 | [23.22.6.1]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 6.1. Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz. AC supply installed in existing sheet steel enclosures including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. DP RCCB 30ma sensitivity , 25 A [Through Rate] |
| 190 | [23.22.6.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 6.3. Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz. AC supply installed in existing sheet steel enclosures including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. DP RCCB 30ma sensitivity , 63 A [Through Rate] |
| 191 | [23.22.6.6]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 6.6. Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz. AC supply installed in existing sheet steel enclosures including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. FP RCCB 30ma sensitivity , 63 A [Through Rate] |
| 192 | [23.23.6.1]MISCELLANEOUS 6.1. Supply and erection of MS cable tray , duly pained as required including erection of the same on wall or ceiling with necessary fixture and other material required to complete the job in all respect up to the entire satisfaction of Engineer-in Charge of the work. MS perforated cable tray painted with powder coating 100 X 50 X 2 mm [Through Rate] |
| 193 | [23.23.6.3]MISCELLANEOUS 6.3. Supply and erection of MS cable tray , duly pained as required including erection of the same on wall or ceiling with necessary fixture and other material required to complete the job in all respect up to the entire satisfaction of Engineer-in Charge of the work. MS perforated cable tray painted with powder coating 375 X 50 X 2 mm [Through Rate] |
| 194 | [23.28.14.9]Supplying, installation, Testing and Commissioning of Street light LED fixture, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency )85%, Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4- 5, Driver efficiency )85%,THD ( 10% as per IEC 61000-3-2 , P. F.=0.95, IP- 66,IK-10, CRI )80 , under voltage and over voltage protection,EMI- EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED,Driver and 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 /6000°K/6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color 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 connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy )135 lm/Watt output . LM79 and LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C). 9. 36 watt [Rate] |
| 195 | [23.28.15.3]Supplying, installation, Testing and Commissioning of Flood Light, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency )85%, Input voltage: Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4- 5, Driver efficiency )85%,THD ( 10% as per IEC 61000-3-2 , P. F.=0.95, IP- 66,IK-10, CRI )80 , under voltage and over voltage protection, EMI- EMC as per CISPR -15 , lenses for beam angle 30 deg-120deg as per the application and the project requirement deg., suitable tilt able fitting, life time (LED,Driver and electrical circuitary) 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 /6000°K/6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color 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 connections with 1.5 sq mm FRLS, 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 and LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C). 3. 100 watt [Rate] |
| 196 | [23.28.17.6]Supplying, installation, Testing and Commissioning of Flood Light, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency )85%, Input voltage: Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency )85%,THD ( 10% as per IEC 61000-3-2 , P. F.=0.95, IP-66,IK-10, CRI )80 , under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg- 120deg as per the application and the project requirement deg., suitable tilt able fitting, life time (LED,Driver and 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 /6000°K/6500°K (As per ANSI Bin) , SDCM(Standard Deviation Color 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 connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy )135 lm/Watt output . LM79 and LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C). 6. 250 watt [Rate] |
| 197 | [23.28.31.16]Supplying, Installation, Testing and Commissioning of ‘Silent Type Diesel Generating set as per CPCB IV plus or better norms along with having Prime Power Rating of KVA as below, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system, including testing at factory and site with fuel, load for test and other necessary arrangements with rating plate as per relevant IS Code etc. and consisting of the followings: (A) Diesel Engine: Turbocharged Diesel engine 4 stroke water cooled, multi cylinder, dynamically balanced fly wheel, electric start of suitable BHP at 1500 RPM suitable for above output of alternator at 40 Deg C, 50% RH and at 1000 Meter MSL , capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be with Electronic governor, Dry type Air filter with service indicator, first filling of engine fuel (after commissioning) lubricating Oil, Coolant and other consumables complete with all the required accessories, the Electronic governor shall be as per ISO 8528.The engine shall comply to the latest CPCB norms (CPCB IV plus or better) and Conforming to BS 5514, BS 649, IS 10000, IS 10002, IS 13018. (B) Engine mounted Instrument Panel fitted with and having digital display for following:(i) Start-stop switch with key(ii) Water temperature indication(iii) Lubrication oil pressure indication(iv) Lubrication oil temperature indication(v) Battery charging indication and Voltage indication(vi) RPM indication(vii) Over speed indication(viii) Low lubrication Oil trip indication(ix) Engine Running Hours indication (x) Fuel Level(C) Alternator: Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 0C, 50% RH and at 1000 Meter MSL. The alternator shall be having Screen Protected Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of taking 10% over loading for one hour after 12 hours of continuous operation, self cooled,self-excited and self-regulated through AVR conforming to IS13364(Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- H insulation.(D) Base Frame and Foundation: Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer.(E) FUEL TANK: Daily service fuel tank of suitable liters capacity, fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class ‘C’ pipes of suitable dia. Complete with valves, level indications and accessories as required as per specifications.(F) Exhaust System: Dry exhaust manifold with hospital type exhaust silencer and catalytic convertor.(G) Starting System: 12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications. The battery shall be housed inside the acoustic enclosure of DG Set.H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine and alternator, extraction, discharging hot air in to the atmosphere and the temperature rise inside the enclosure, noise level outside enclosure. The acoustic enclosure should be suitable for cable connection/connection through bus-trunking. Such arrangements on acoustic enclosure should be water proof and dust-proof conforming to IP-65 protection. The enclosure shall be as per CPCB IV plus or better norms etc. and.(I) AMF Panel: Free standing floor mounted IP 42 automatic mains failure control panel including auto by-pass, suitable for KVA as below for silent type DG set complete with relays, timers, set of CTs for metering and protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere Reative Hour (KVARH), KVA (Phase and Total), KW and provision for overload, short circuit, restricted earth fault, under frequency, power (aluminium) and control (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and DG Set including connection interconnection etc. as required, all complete and inter locking and communication/ Ethernet /RS485/SNMP port open protocol for BMS integration including suitable software etc. as per approved by Engineering in charge and including the following: 1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated draw out with cradle type 3 position ACB/ MCCB with electronic release for O/C and E/F and shunt trip.2. Auto/Manual/Test/Off selector switch3. Protection for under and over voltage phase reversal (2 nos Over voltage relay, 2 Nos. reverse power relay and 2 Nos. under voltage relay).4. 3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for metering5. Energy analyser unit to indicate current, Voltage( LN and L_L), kW, kVA (Phase and Total), Frequency, KWH, PF.6. LED Indicating lamps for load on mains and load on set7. Fuse/ MCB for instruments8. Battery charger, complete with transformer/ rectifier,D.C. voltmeter and ammeter, selector switch for trickle, off and boost and current adjustment.9. Main supply failure monitor10. Supply failure timer11. Restoration timer12. Control unit with three impulse automatic engine start/stop and failure to start lockout.13. Impulse counter with locking and reset facility.14. ON/OFF/Control circuit switch with indicator15. Audio/Video annunciation for (i) High water temperature (ii) Low lubricating oil pressure (iii) Engine over speed (iv) Engine fails to start (v) Full load/maximum load warning16. Protection for over/under Frequency, Loss of AC sensing, Over Current, Unbalancing load with suitable number of relays and accessories17. Maintenance notification based on Engine Run Hour and due date.18. Load Management through PLC to achieve auto opening and closing of incomer breakers, bus coupler switching of essential panel, interlocking providing signal to AMF Panel for load status and AMF shall give command to DG Set to auto start / auto stop depending upon load status and requirement etc. and necessary hardware and software required to perform the operation shall be provided by the contractor including all control wiring.19. Suitable rating of AC contactors/ ATS / ACB with control wiring. 16. 1010 KVA [Rate] |
| 198 | [23.28.9.8]Supplying, installation, Testing and Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency )85% ,Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short and Open circuit protection ,THD ( 10% , P. F.=0.95, IP20, CRI )80, Flicker free, (flicker should be below 5 %), life time (LED,Driver and electrical circuitary), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K/6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) (3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c connections with 1.5 sq mm FRLS, 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 and LM80 Test report from NABL lab for 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 aluminum housing such that LED junction temperature shall not rise above 90°C). 8. CRCA Sheet Body (Thickness >= 0.50 mm) 40 Watt [Rate] |
| 199 | [23.29.1.3]Brush Less Direct Current (BLDC) Motor Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal (Aluminum alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Ceiling Fan compliant to IS 374:2019 fan Supply, earthing etc. complete as required 3. 1200mm, service value >= 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) [Rate] |
| 200 | [23.3.6.10]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.10. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 3 run of Size 2.50 Sqmm(1.1.80mm) [Through Rate] |
| 201 | [23.3.6.2]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.2. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) [Through Rate] |
| 202 | [23.3.6.3]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.3. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 4 Sqmm(1/2.24mm) [Through Rate] |
| 203 | [23.3.6.4]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.4. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 6 Sqmm(1/2.80mm) [Through Rate] |
| 204 | [23.3.6.5]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.5. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 10 Sqmm(1/3.50 mm) [Through Rate] |
| 205 | [23.3.6.7]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.7. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 2 run of Size 2.50 Sqmm(1.1.80mm) [Through Rate] |
| 206 | [23.3.6.8]COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.8. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 2 run of Size 4 Sqmm(1/2.24mm) [Through Rate] |
| 207 | [23.32.2.8]HYBRID Power Factor Correction SystemSupply, Installation, testing and commissioning of HYBRID APFC Panel, 3 phase 4 wire, 415 V, 50 Hz AC System for Ambient temperature -5°C to plus 40°C of following capacity with passive solution of 60% capacity and active solution of 40% capacity,3Phase 4 wire Hybrid Power Factor Correction Solution (with arrangement for neutral current balance) to achieve )0.99 lag and TDDI/THDV values within IEEE recommended limits.APFC should be designed as per IS 16636 Or IEC 61921. The active section and passive section shall work in sync to give optimized output. The degree of protection of passive section should be IP 42, and of active section should be minimum IP 21.The switching device for APFC passive section should be through capacitor duty contactor and for the active compensation system shall be IGBT based with 3 level topology having 12 IGBT in inverter circuit. The active compensation system should filter harmonics from 2nd to 50th individual harmonic order and shall be selectable for the entire range. The active compensation system should have feature to improve PF correction and harmonic filtration having response time (25Micro second. The hybrid panel shall be indoor type floor mounted free standing totally enclosed, extensible, fabricated in compartmentalized designed made of CRCA sheet steel of 2.0mm thick for framework and covers, 3 mm thick for gland plate i/c cleaning and finishing complete with 9 tank process for powder coated of approved shade ( RAL 7032-Siemens gray or as approved by Engineer-in- Charge), having front section (switch gear and control accessories) and rear section (capacitor and reactor), front and rear access, having suitable current carrying capacity, extensible TPN Aluminum alloy bus bar of high conductivity, DMC/SMC bus bar supports, bottom base channel of MS Section, fabrication shall be done in transportable section, entire panel shall have common copper earth bar of minimum size of 25mm x 5mm with 2 nos. earth studs, the earth terminals provided on the body of capacitor bank shall also be bonded to the main capacitor panel earth bus with 2 nos. 8 SWG or 6 SWG GI earth wires/ equivalent size of copper conductor cable, forced ventilation for maintaining temperature rise not more than 5°C from ambient, interconnections connections with 14% detuned reactor and heavy duty 525 V ISI marked Impregnated MPP(Metalized Polypropylene) Capacitor (IS 13340 Part -1 and 2) APFC Panel shall be in compliance with IS:16636 and CPWD Specifications etc. as per below details.(A) Incomers Suitable capacity MCCB/ACB (Upto 300 KVAR, MCCB and above 300 KVAR, ACB ) Microprocessor base with O/C, S/C, E/L release of TPN 50KA breaking capacity (Ics=Icu), ON, OFF, Trip, R, Y, B - LED Indicating Lamp set along with required Instruments and accessories with extended rotary handel and door interlocking arrangement. Current rating of the Incomer in ampere shall be APFC Panel rating in KVAR x 1.4 x 1.5 or Nearest higher standards rating.(B) Instruments and Indications a) For Passive Section :i) 3-Phase current sensing APFC microprocessor relay/controller , advance 12/16 stages (12 stages for over all capacity of panel (active plus passive) below 500 KVAR and 16 stages 500 KVAR and above) and having display of Phase wise V, A, PF, Cos-Phi, KW, KVA, KVAR, THD-V , THD-I, harmonics up to 31 level.ii) Auto Manual Selector switch, auxiliary contactors with timer for delay in manual mode.iii) Digital Multi function meter with LED Display for V, A, PF, KW, KVA, KVAR, THD-V and I, Frequency.iv) Suitable rating control transformer shall be provided for control and indication circuit.v) All components like control transformer, meter, relay and indicating lamp shall be protected by using suitable rating individual MCB`s.vi) Wiring of the control circuit shall be done by using 2.5 sq mm, FRLS 1100 V grade, PVC insulated multi stranded copper control wire.vii) Communication Ethernet/RS485/SNMP port open protocol for BMS integration as per approved by Engineering in charge.b) For Active Section : Dedicated HMI (Human Machine Interface) (Minimum 7 inch display) for controlling and communication and having display of Phase wise V, A, PF, Cos-Phi, KW, KVA, KVAR, THD-V , THD-I, harmonics up to 50th level. Communication Ethernet/RS485/SNMP port open protocol for BMS integration as per approved by Engineering in charge. 8. 600 KVAR [Rate] |
| 208 | [23.4.1.1]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 1.1. Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group A [Through Rate] |
| 209 | [23.4.1.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 1.2. Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group B [Through Rate] |
| 210 | [23.4.4.1]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 4.1. Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required Group A [Through Rate] |
| 211 | [23.4.4.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 4.2. Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required Group B [Through Rate] |
| 212 | [23.4.5.1]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 5.1. Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group A [Through Rate] |
| 213 | [23.4.5.2]COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT (SURFACE/RECESS) 5.2. Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required Group B [Through Rate] |
| 214 | [23.7.6.2]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia. [Through Rate] |
| 215 | [23.7.6.4]PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.4. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 40 mm dia. [Through Rate] |
| 216 | [23.8.1.6]FITTING AND ACCESSORIES 1.6. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Call bell 220/230 volts musical type [Through Rate] |
| 217 | [23.8.1.9]FITTING AND ACCESSORIES 1.9. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Bell push [Through Rate] |
| 218 | [23.8.11.11]FITTING AND ACCESSORIES 11.11. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. RJ 45 Computer DATA socket outlet for CAT 6 or CAT6e cable Modular type [Through Rate] |
| 219 | [23.8.11.6]FITTING AND ACCESSORIES 11.6. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Bell Push [Through Rate] |
| 220 | [23.8.11.7]FITTING AND ACCESSORIES 11.7. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. step type Fan Regulator 2 modules 300 watt [Through Rate] |
| 221 | [23.8.11.8]FITTING AND ACCESSORIES 11.8. Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. Telephone Socket outlet modular type [Through Rate] |
| 222 | [24.1.1]EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. [Through Rate] |
| 223 | [24.1.12]EARTHING AND LIGHTENING ARRESTOR 12. Supplying and laying 6 S.W.G G.I. wire at 0.50 m below ground level from earth electrode including thimbles, soldering etc. as required. [Through Rate] |
| 224 | [24.1.14]EARTHING AND LIGHTENING ARRESTOR 14. Supply and erection of 20mm x 3 mm thick GI, tape fixed with suitable G.I. staples of same size. [Through Rate] |
| 225 | [24.1.16]EARTHING AND LIGHTENING ARRESTOR 16. Supply and erection of 25mm dia 1.5 metre long lightning GI. tube rod tapered into a point at the top with 16cm x 16cm x 3mm thick G.I. base plate and necessary nuts and bolts with washers. [Through Rate] |
| 226 | [24.1.17]EARTHING AND LIGHTENING ARRESTOR 17. Providing and fixing testing joints made of 20mm x 3mm thick G.I. strips 125 mm long with 4 nos. G.I. bolts and nuts with washers complete. [Through Rate] |
| 227 | [24.1.2]EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. [Through Rate] |
| 228 | [24.1.6]EARTHING AND LIGHTENING ARRESTOR 6. Supplying and laying 25mm x 3mm G.I. strip at 0.5 metre below ground as strip earth electrode including soldering etc. as required. [Through Rate] |
| 229 | [24.1.8]EARTHING AND LIGHTENING ARRESTOR 8. Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connections etc. as required with all labour and material. [Through Rate] |
| 230 | [24.13.16]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 16. 10 Sq mm 3 core (Arm.) [Through Rate] |
| 231 | [24.13.30]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 30. 25 Sq mm 3.5 core (Arm.) [Through Rate] |
| 232 | [24.13.94]LT CABLES (Aluminium Conductor, Armoured and Unarmoured) PROVIDING& ERECTION/ LAYING OF PVC/ XLPE INSULATED UNDERGROUND ALUMINIUM CONDUCTOR UNDERGROUND CABLE LOOSE IN EXISTING PIPE OR TRENCHES COMPLETE IN ALL RESPECT WITH NECESSARY CONNECTION UPTO THE ENTIRE SATISFACTION OF ENGINEER IN CHARGE OF THE WORK 94. 300 Sq mm 3.5 core (Arm.) [Through Rate] |
| 233 | [24.2.8.3]LT CABLE 8.3. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 10 sqmm [Through Rate] |
| 234 | [24.2.8.5]LT CABLE 8.5. Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work. 25 sqmm [Through Rate] |
| 235 | [24.4.15.1]STREET LIGHT 15.1. B.S.E.N. 10025 High Masts \\"Supply, installation, testing and commissioning of 12.5 mtr. long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 6 nos. luminaire loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufacturer with 3 nos. steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bolts, installation at site complete in all respect upto entire satisfaction of Engineer -in-ChargeThickness of Top and Bottom Section = 3 mm (minimum)Top Dia = 150 mm and Bottom Dia = 360mmThickness of Galvanization - Top = 65 micron (minimum) and Bottom = 85 micron (minimum)\\" [Through Rate] |
| 236 | [24.4.2.3]STREET LIGHT 2.3. Supply and erection of GI bracket made of 32 mm dia medium class GI pipe, having 15 deg angle from horizontal, suitable for fixing on top of Street Light pole 120 cm long, with 30 cm high suitable size pole cap [Through Rate] |
| 237 | [24.4.2.4]STREET LIGHT 2.4. Supply and erection of GI bracket made of 32 mm dia medium class GI pipe, having 15 deg angle from horizontal, suitable for fixing on top of Street Light pole 150 cm long, with 30 cm high suitable size pole cap. [Through Rate] |
| 238 | [24.4.4.2]STREET LIGHT 4.2. Erection of street light fitting on the pole including the cost of petty material required (irrespective of height/length of bracket) At Pole above 4.5 metres but up to the height of 7 metres. [Through Rate] |
| 239 | [24.4.5]STREET LIGHT 5. Supply and erection of Single Phase weather proof M.S. box of size 20 cm x 15 cm x 10 cm with hinged cover made of 2 mm thick MS sheet, locking arrangements, housed in wall/fixed on pole , including the cost of 1 no 4 way 16 A Bakelite connector, 1 no. 6 amp SP MCB and 1 Nos. 16 amp. neutral links fixed on Bakelite sheet in the M.S. box including painting and necessary connections. [Through Rate] |
| 240 | [24.4.8.4]STREET LIGHT 8.4. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 6 Metre Long pole with top dia 75 mm and bottom dia 150 mm with base plate of size 275 x 275 x 16 mm [Through Rate] |
| 241 | [24.5.1.2]MISCELLANEOUS ITEMS 1.2. Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge. Submersible Copper Cable 3 Core 2.5 sqmm [Through Rate] |
| 242 | [24.5.2.2]MISCELLANEOUS ITEMS 2.2. S/E mark double walled corrugated (DWC) HDPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HDPE pipe 50/40 mm outer dia/ inner dia [Through Rate] |
| 243 | [24.7.8]RCC FOUNDATIONS FOR DG SET 8. 750 KVA DG Set [Through Rate] |
| 244 | [26.14]`Supplying and planting in prepared pits and watering, healthy , vigorous growing , permanent trees including ,application of 10 ml chlorpyriphos 20% EC, planting desired disease free, 200 cm to 220 cm height ,5 cm to 6 cm calliper size stem , full of foliage ornamental tree sapling each to be supplied in 30cm x 30cm poly bags,` [Through Rate] |
| 245 | [27.43]Providing, fitting and fixing mild steel railing complete as per drawing and MoRTandH Specification 2710.2 & 1900. [Through Rate] |
| 246 | [28.13.1]Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : 1. Using rough Kota stone [Through Rate] |
| 247 | [28.17.1]Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 1. With average thickness of 120 mm and minimum thickness at khurra as 65 mm. [Through Rate] |
| 248 | [28.20.1]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, reservoir, sewage and 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 fibre 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 the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 1. For vertical surface two coats @ 0.70 kg per sqm [Through Rate] |
| 249 | [28.20.2]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, reservoir, sewage and 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 fibre 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 the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 2. For horizontal surface one coat @1.10 kg per sqm [Through Rate] |
| 250 | [28.28.1]Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : 1. Serrated with central bulb (225 mm wide, 8-11 mm thick) [Through Rate] |
| 251 | [28.29.1]Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled and honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystalline mortar shall conform to the EN 1504-3 having compressive strength Class R4 =45 MPa and adhesive bond strength Class R3 =1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. 1. For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running metre and while the surface is tacky filled the groove up to surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. [Through Rate] |
| 252 | [28.29.2]Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled and honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystalline mortar shall conform to the EN 1504-3 having compressive strength Class R4 =45 MPa and adhesive bond strength Class R3 =1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. 2. For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @0.070kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline [email protected] per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040kg to fill the hole) [Through Rate] |
| 253 | [28.31]Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th and 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). [Through Rate] |
| 254 | [28.8]`Supplying and applying waterproofing treatment for `Raft Slab` by using 1.2 mm thick fully bonded HDPE sheet membrane complying to BS8102:2009/ IS 16471-2017. The HDPE shall be virgin HDPE and not recycled, thickness of bare HDPE shall not be less than 0.8 mm coated with pressure sensitive adhesive layer and a trafficable granular top layer.The HDPE membrane shall have the following typical properties:1. Tensile Strength : )27 Mpa ( as per ASTM D412)2. Puncture Resistance: )1000N±5% (as per ASTM E154)3. Elongation: )500%4. Peel adhesion to concrete: )1500N/m (as per ASTM D903 Modified)5. Resistance to Hydrostatic Head: )70 metre (as per ASTM D751-06(2011)6. UV exposure test (60 days): No change7. Lap Joint Strength : 1500N/m (as per ASTM D1876)HDPE Membrane shall be installed over the entire PCC area with standard 75 mm selvedge laps and end laps overlaid with HDPE Sealed Tape as per manufacturer`s instructions. The rates are inclusive of supply and installation of membrane as per manufacturer methodology.The rates are inclusive of surface preparation, injection grouting at honeycombed areas all complete as per manufacturer methodology. ` [Through Rate] |
| 255 | [31.11]Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole and crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. [Through Rate] |
| 256 | [31.8.1]Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 1. Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work [Through Rate] |
| 257 | [32.70.1]Supply Installation testing commissioning of Solar Photovoltaic grid connected roof top Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:- (a) Solar Photovoltaic Module manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. (b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz plus /- 2.5 Hz, output voltage suitable to generate AC (c) Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degrees C. The PCU shall adjust the voltage and frequency level to suit grid frequency (d) Data Monitoring System complete with accessories. (e) Fixing of Array junction box and Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. (f) Lightning and surge voltage protection. (g) Connections and Interconnections by supplying and fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying and fixing of necessary channel/conduit lugs and other accessories etc. as required. 1. Above 1 kWp and up to 10 Kwp [Through Rate] |
| 258 | [33.10.2]Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed and approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer-in-charge. 2. 150 mm nominal size dia having minimum wall thickness 5.00 mm [Through Rate] |
| 259 | [33.11.2]Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer -in-charge. 2. 150 mm nominal size dia [Through Rate] |
| 260 | [33.12]Supplying, filling, spreading and levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. [Through Rate] |
| 261 | [33.14]Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge. [Through Rate] |
| 262 | [33.16.2]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 bore well of: 2. 150 mm dia [Through Rate] |
| 263 | [33.18.2]Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I). 2. 150 mm dia [Through Rate] |
| 264 | [33.6.1.2]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 and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 1.2. All types of soil 350 mm dia [Through Rate] |
| 265 | [36.30]Providing, fixing, testing and commissioning of ISI marked (ISI MARK 15683) portable CO2 fire extinguisher of capacity 4.5 kg including valve,horn,suitable handle, discharge hose of one meter long complete in all respect with explosive certificate . [THROUGH RATE] |
| 266 | [36.31]Providing, fixing, testing and commissioning of ISI marked (ISI MARK 15683) trolly type CO2 fire extinguisher of capacity 9 kg including valve,horn,suitable handle, discharge hose of one meter long complete in all respect with explosive certificate. [THROUGH RATE] |
| 267 | [36.34]Providing, fixing, testing and commissioning of ISI marked (ISI MARK 15683) portable ABC multipurpose filled by 90% (MAP) mono amonioum phosphate powders, nitrogen pressurised type fire extinguisher with meter, hose reel rubber pipe with 0.30 mtr long with capacity of 4 kg complete in all respect. [THROUGH RATE] |
| 268 | [36.38]Providing, fixing, testing and commissioning of ISI marked (ISI MARK 13386) 50 ltr. Capcity mechanical foam trolley mounted mobile fire extinguisher including horn, discharge hose pipe and initial charge of AFFF( Aqueous Film Forming Foam) for D.G Set complete in all respect. [THROUGH RATE] |
| 269 | [36.40]Providing, fixing, testing and commissioning of 50 KG DCP (Dry Chemical Powder) Trolley type fire extinguisher as per (IS 160181) with branch pipe having 10 mtr length complete in all respect. [THROUGH RATE] |
| 270 | [4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] |
| 271 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 272 | [4.16.1.1]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.1. All kind of soil Pipes, cables etc, not exceeding 80 mm dia . [Through Rate] |
| 273 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] |
| 274 | [4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate] |
| 275 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] |
| 276 | [4.4.1]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 1. All kinds of soil [Through Rate] |
| 277 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 278 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 279 | [6.1.3]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 280 | [6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 281 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 282 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 283 | [6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 284 | [6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] |
| 285 | [6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) [Through Rate] |
| 286 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] |
| 287 | [6.25.2]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 2. All works above plinth level up to floor IV level [Through Rate] |
| 288 | [6.26.1]Extra for providing richer mixes up to plinth and at all floor levels. 1. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) [Through Rate] |
| 289 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] |
| 290 | [6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate] |
| 291 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate] |
| 292 | [6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate] |
| 293 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] |
| 294 | [6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate] |
| 295 | [6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate] |
| 296 | [6.30.7]Centering and shuttering including strutting, propping etc. and removal of form for 7. Stairs, (excluding landings) except spiral-staircases [Through Rate] |
| 297 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 298 | [6.40.1]Providing and fixing up to floor four level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] |
| 299 | [6.8.2]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2. 40mm thick [Through Rate] |
| 300 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] |
| 301 | [7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 302 | [7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] |
| 303 | [7.22.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate] |
| 304 | [7.28.2]Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level. 2. Cement mortar 1:4 (1 cement :4 coarse sand) [Through Rate] |
| 305 | [7.65]Extra for specially moulded brick work in circular work such as wells, shafts, circular sumps, pumps chambers, etc. in which specially moulded or cut-bricks have to be used: but for which no centring or supports are required up to 4.5 metres internal diameter. [Through Rate] |
| 306 | [8.26.1.1]Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut 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. 1.1. Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble Area of slab up to 0.50 sqm. [Through Rate] |
| 307 | [9.10.1]Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 1. With residual type petroleum bitumen of grade VG -10 [Through Rate] |
| 308 | [9.14.1]Providing and laying brick tiles 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: 1. With common burnt clay non-modular brick tiles of class designation 10 [Through Rate] |
| 309 | [9.17.1]Providing gola 75x75 mm 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 : 1. In 75x75 mm deep chase [Through Rate] |
| 310 | [9.18]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 x1 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. [Through Rate] |
| 311 | [9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. [Through Rate] |
| 312 | [9.57.2]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter [Through Rate] |
| 313 | [9.58.2.2]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 2.2. Single push fit Coupler 110 mm [Through Rate] |
| 314 | [9.58.3.2]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 3.2. Single tee with door 110x110x110 mm [Through Rate] |
| 315 | [9.58.5.2]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.2. Bend 87.5° 110 mm bend [Through Rate] |
| 316 | [9.59.2]Providing and fixing Unplasticised -PVC pipe clips of approved design to Unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 2. 110 mm [Through Rate] |
| 317 | [9.60]Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. [Through Rate] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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