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We found 536 Bid Results related to market survey tenders. You can find Contractor details who won market survey tenders along with contract details in Bid awards announcements section.

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Showing 1–11 of 536 tenders matching your filters
1.
Petroleum and Natural Gas #11359188 AOC
Bids Are invited for Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - City Gas Distribution; Qualitative
Contract Date: Ref. Documents Contract Value : ₹ 1.65 Lakh
Boards / Undertakings / PSU No of Bidders 3
Odisha View Result →
2.
Public Administrative Department #11317272 AOC
Bids Are invited for Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Rural Development; Quantitative
Contract Date: Ref. Documents Contract Value : ₹ 4.96 Lakh
Local Bodies No of Bidders 2
Madhya Pradesh View Result →
3.
Banking and Finance #11310138 AOC
Bids Are invited for Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Refer Atc; Quantitative Qualitative
Contract Date: Ref. Documents Contract Value : ₹ 6.30 Lakh
Government Departments No of Bidders 2
Maharashtra View Result →
4.
Banking and Finance #11309978 AOC
Bids Are invited for Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Csr And Publicity; Quantitative Qualitative
Contract Date: Ref. Documents Contract Value : ₹ 29.10 Lakh
Government Departments No of Bidders 4
Delhi View Result →
Uttar Pradesh View Result →
6.
Public Administrative Department #11222126 AOC
Tender For Supply of Stationery Material For Office Use - Carbon paper3 Pin packet4 Pin cushion5 Laces small6 Laces large7 Tags8 Stamp pad small9 Stamp pad large10 Calculator 16 Digital11 Register two pack12 Register three pack13 Register four pack14 Register six pack15 File cover with name16 Packet17 A4 paper packet (JK)18 Glue bottle small19 Glue bottle large20 Stapler pin large21 Stapler pin small22 Stapler machine large23 Stapler machine small24 Marker pen25 Scale small26 Scale large27 Tape large28 Whitener bottle29 Stamp pad ink30 Rubber band31 Toncha32 Water Tax Book33 Application Fee Book34 Market Meeting Book35 Meat Market Rent Book36 Miscellaneous Book37 Mandi Collection Rent38 Property Tax Book39 Kir Coal Challan40 Income Deposit Register41 Property Tax Register42 Bus Stand Temporary Occupancy Fee43 Receipt Cut Bus Stand Operation Maintenance Fee Rs. 1044 Receipt Cut Bus Stand Operation Maintenance Fee Rs. 1545 Receipt Cut Bus Stand Operation Maintenance Fee Rs. 2046 Receipt Cut Bus Stand Operation Maintenance Fee Rs. 3047 Water Tax Register48 Income Khatauni49 Expenditure Khatauni50 Incoming Register51 Outgoing Register52 Demand Collection Register53 Shop Land Rent Register54 Attendance Register55 Area Register56 Material Store Register57 Note Sheet58 Voucher Form59 Letter Collection List Form60 Grant Register61 Income Tax Register62 Cashier Cash Book63 Accountant Cash Book64 Supply Supply Order65 CM Ledger66 Admission Book67 Caste Residential Certificate68 Nomination Certificate69 No Objection Certificate70 Security Deposit Register71 Building Construction Permission Application Form72 Building Construction Permission Form73 Nomination Application Form74 Pension Form75 Application Form Tap Connection76 Salary Sheet77 Muster Roll78 E-mail79 E-mail80 Form 27 (Bill Form) Public Works81 Pension Book Retired82 Service Book83 Family Kalyan Book84 Notice Letter Revenue85 Water Tax Notice Letter86 Public Works Notice Letter87 Demand Bill Revenue88 Property Tax Survey Form89 Water Tax Bill90 Property Tax Bill Revenue91 Log Book for Vehicle92 Demand Book93 Letter Pad94 Water Supply Register95 Provident Fund Register96 Ball Pen97 Paper Weight98 Mit Market Recovery Register99 Recovery Box Register100 Rubber Pen101 All Out Machine Complete102 Room Spray (Insecticide)103 Mugs Plastic104 Glass Tumblers105 Broom106 Wipers Plastic107 Recovery Bag108 Water Bottle (Steel)109 Royalty Challan Book110 Sale Calculator111 High Lighter112 Glycerine bottle113 Ink printer (powder)114 Spun box115 Tender form116 Flex117 Cloth bag118 Hand wash119 Puja material packet120 Shriphal121 Employee uniform complete male and female122 Shawl123 Safa124 Towel125 Napkin
Contract Date: Jun 04, 2026 Contract Value : ₹ 2
Local Bodies No of Bidders 2
Madhya Pradesh View Result →
7.
Housing Urban and Rular Development #11216529 AOC
Bids Are invited for Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Urban Transformation; Quantitative Qualitative
Contract Date: Ref. Documents Contract Value : ₹ 42.00 Lakh
Government Departments No of Bidders 3
Bihar View Result →
8.
Environment and Forests #11165828 AOC
Bids Are Invited For Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Survey And Data Collection Services; Quantitative Qualitative
Contract Date: Ref. Documents Contract Value : ₹ 32.43 Lakh
Government Departments No of Bidders 3
Madhya Pradesh View Result →
9.
Heavy Industries and Public Enterprises #11119339 AOC
Bids Are invited for Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Container Survey; Quantitative
Contract Date: Ref. Documents Contract Value : ₹ 32.50 Lakh
Boards / Undertakings / PSU No of Bidders 3
Telangana View Result →
10.
Defence #11097521 AOC
Tender For Provision Of One Mega Watt Solar Power Project Under Ge (I) (P) No 2.; 1 Supply and fixing of MS fabricated office container of size 15x8x8.5 feet with toilet cabin of size 5x4 feet for SCADA panel and local monitoring for accomodating portable shelter , office, or living space in high alttitude cold region with including PCC flooring work for installation of container including fixing arrangement completeall as specified and directed.Location conditionTemparature range -30 °C to +25°CAltitude -3500m above sea levelwind speed upto 120 km/hSnow load high (snow accumulation on roof)Readymade container shall include the following(a) Attached toilet with EWC/IWC pressure jet gun, water tap, exhaust fan, corner wash basin, tiles flooring, water tank stand , gyser provision, wall mixer and other accessories required for said locations conditions. 2 (b) Container shall include bottom frame 100mmx50mm C channel ISI marked, Top frame of size 50mmx50mm MS square pipe ISI marked , stiffener bottom 100mm x50mm, 50mmx25mm, 25mmx25mm MS square pipeISI marked stiffener top 50mmx25mm, 25mmx25m MS square pipe ISI marked, side post 50mmx50mm, 50mmx25mm MS square pipe ISI marked, Side wall stiffness specially formed CR sheets of thicknes 1.2mm internal wall panelling 8mm thick MDF and all vertically and horizontal corner will be nealty and smoothly finished with aluminium section and L angle, Roof outside 1.2mm thick sheet of make properly sloped and water tight, false ceiling 9mm thick and smoothly finished with aluminium section and L angle, flooring 18mm thick cemented board of make visaka industries will be fixed by means of self taping screw and 1.5mm thick PVC vinyl carpet will be fixed on the panel (100% water termite and dimensional proof with veyl carpet) Aluminium windows double shutter sliding aluminium powder coated windows of thickness of 1.2mm with 4mm thick glass of make saint Gobin for all windows safety grill from outside and canopy above the floor frame work by tubular pipe of 25x25, Door with lock and handles with hydraulic door closer. Insulation 25mm thick glass wool insulation of density 65kg/m3 on side wall and 50mm on ceiling , all wiring will be PVC insulated copper wires of ISI quality, suitable for 240 volts 50 bukhead, switches and socket of 6Amp of ISI make. Split air conditioner point 16Amp alongwith seperate MCB earthing point will be provided for safety. Outside painting with 1 coat of Epoxy primer with 2 coats of epoxy paint and specially formed hooks for easy lifting and shifting. 3 Material and Labour for Plain fillets 2nd class softwood . square, rectangular or triangular in section, clean sawn, secured with screws of size exc 13 and not exc 25 Sqcm complete all as specified and directed. 4 Material and Labour for for prepration of wooden surfaces and applying a coat of pink primer for filletsof surface of any description not otherwise described over 10cm in width or girth complete all as specified and directed. 5 Material and Labour for50mm thick bonded mineral wool blanket slab made from rock, density 48kg/Cum and fixed as per manufactures instruction complete all as specified and directed. 6 Material and Labour for 9mm thick Prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination,fixed with nails on walls complete all as specified and directed. 7 Material and Labour for 9mm thick Prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination,fixed with nails on ceiling complete all as specified and directed. 8 Material and Labour for cement concrete type D2 1:4:8 (40mm graded agg)as in foundations filling mass concrete and all as specified and directed. 9 Material and Labour for Pre-cast cement concrete block masonry with solid blocks in 1:3:6 type C-1 using20mm graded crushed stone aggregates, exc. 10 cm in width or girthand setting in mortar 1:6, complete all as specified and directed. 10 Material and Labour for 100mm thick cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregates as in flooring finished even and smooth without using extra cement complete all as specified and directed. 11 Material and Labour for renderring 15mm thick in CM 1:4 on fair faces of concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. 12 Material and Labour for renderring 15mm thick in CM 1:4 on stone masonry surfaces finished even and smooth without using extra cement complete all as specified and directed. 13 Material and Labour for Walling of random rubble masonry, uncoursed well bonded bedded and solidly hearted built in CM 1:4 and flush pointing the surface in contact with earth in same mortar as the work proceeds complete all as specified and directed. 14 Supply and fixing of50mm thick PUF insulated water tank of capacity 5000 litres complete all as specified and directed. 15 Supply and fixing of50mm thick PUF insulated water tank of capacity 1000 litres complete all as specified and directed. 16 Supply, installation, errecting ,testing and commissioning of On grid connecting on ground Mono Perc half Cut Bifacial Solar photo voltaic (SPV) generation plant of capacity 825KWp DC capacity at standard test condition and750 KW AC capacity (Net capcity after derating), at CHUMATHANG for fixed on module mounting structure without tracking component including solar grade copper cable of suitable sizes upto Invertor,UPS for auxilliary supply to SCADA, string array combiner/ array junction boxes comprising of following sub components/sub systems including all necessary protection, control switches and relays as required for smooth functioning of the system and meeting the specifications as given and directed by Engineer-In-Charge, the quoted rates includes all components/accessories as given below and required from Solar panel to upto step up transformer 1000 KVA incomer termination complete all as specified and directed. 17 (A) Solar photo voltaic plant- : To obtain cumulative 825KWp, three tables of nearly equal size table (varaiation of 5% between table size is permissible) ofthe input of mono perc Half Cut Bifacial silicon solar PV modules of minimum or more than 540/545 Wp with minimum or more than 144 Nos solar cells preferably per module of standard size and weight as per NISE standard , frame anodised aluminium frame (double walled) with junction box IP 65 rated , each having efficiency more than 21% at standard test condition, fill factor more than 0.79 performance ratio equal to and greater than 78 % & made of high transmittivity glass as per NISE standard tempered and glass front surface shall give high encapsulation gain. (transmittance above 90% and bending less than 0.3%) Electrical parameters of 540/545 Wp solar PV module under STC of irradiance 1000 W/m2 , AM 1.5 Spectrum at temperature 25° C will be as under or higher :-Min Peak power Pmax : 540/545 Wp or higher, Current at Pmax Ipm : 12.97A Voltage at Pmax Vpm : 41.65 Volt Short circuit current Isc : 13.85 A Open circuit voltage Voc : 49.50Volts , Maximum series fuse rating : 30A (i) Rated output of modules shall have positive tolerance of minimum 3% & no negative tolerance is allowed. (ii) It shall perform satisfactorily in relative humidity 100% with temperature -35° C to +35° C (Cell) and should withstand wind 198 Km/Hr on the surface of the panel. (iii) PV modules must be warranted for their output peak watt capacity, which shall not be less than 90% of the initial value at the end of 10 years and 80% of the initial value at the end of 25 years. (iv) The temperature co-efficient for the module shall be suitable for CHUMATHANG (UT Of Ladakh) climatic conditions. Variation of higher capacity Solar PV panel is permissible subjected to that performance parameter of the panel shall be equal or better than given above.v) PV module must confirm to latest edition of IEC 61215/IS14286 and as specified here-in- after in particular specification In addition, the modules must confirm to IEC 61730 Part-I & II for construction and testing & safety qualification. (vi) It shall also in conformity of latest technical specifications issued by MNRE from time to time (vii) Provision of earthing & earth strip/cables etc. for earth for solar PV module/Array etc. as per latest IS/MNRE norms to be provided and the cost of the same is to be included in this item and no extra amount will be paid to the contractor on this account.Notes: On SPV (i) The specifications and capacities of plant equipments shall be designed to confirm and achieve the minimum of efficiency and performance guarantees as laid down in this bid documents. These design details and other technical details shall be submitted by contractor on commencement of contract as early as possible but not later than one month(ii) The installed system should be such that during the day, the power needs should be first met by Solar energy. In case the solar energy production is less than the required, the deficit power should be pulled from the exsiting DG set supply .(iii)The contractor shall obtain the approval of make for the proposed SPV module from accepting officer complete system of 825 KWp Solar photo voltaic (SPV) (iv) Any necessary item required for functioning of SPV but not catered in the contract will be deemed to be included in the quoted rate and nothing extra will be admissible on this account 18 .(v) Site clearance incl removal of boulders to a distance 250 m to 500m to be carried out before execution of work. Amount required for site clearance is deemed to be inclulded in the amount quoted by Contractor against this item. Contractor is advised to visit the site before quoting the rate. (vi) Country of origin for solar cell & PV module must confirm to ALMM APPROVED LIST OF MNRE.(B) String array combiner/Junction Boxes: Supply & fix suitable Numbers of dust, vermin and waterproof Array string array combiner/Junction Boxes and main junction boxes made of FRP/Thermo Plast with IP65 protection in compliance with IEC62208 and shall be sunlight /UV resistant a well of fire retardant including over voltage protection, surge protection and maintenance free earthing as per relavant standard. The string array combiner/Junction boxes shall have suitable arrangement of followings:(i) Strings are required to be connected to the busbar through individual fuses. Provide arrangement fordisconnection for each of the groups (ii) Provide a test point for each subgroup for quick faultlocation & to provide group array isolation. (iii) Each array junction box will have suitable by pass &reverse blocking diodes for maximum DC blocking voltage of 1500V with suitable arrangement for its connection. Reverse blocking & by-pass diodes shall work for temperative extreames & shall have efficiency of 99.98% conformed by appropriate IEC standard. Note:- String array combiner/ junction box shall be carried out as per approved SLD.(C) Cabling : (i) Supply and fixing suitable size of XLPO insulated copper cable as per load of solar grade, 1800 V DC/1100 V AC or higher DC voltage rating, confirming to TUV 2 pfg 1169/08.2007 PV1F and latest IEC codes & IS codes for Solar Cables. (ii) All cables and connectors for use of installations shall be of solar grade which can withstand harsh environment conditions including high temperature, UV radians, rain. humidity, dirt, burial and attack by moss and microbes for 25 years and voltage as per latest IEC/IS in standards. (iii) All cables/wires shall be provided with UV resistance printed copper ferrules for DC side. (iv) Size of cable from PV module to invertor shall be minimum 6 sqmm 1 core multistranded copper UV protected solar cable to be provided. (v) Cable Batch No./Drum No., IS code & size make should be printed/embossed at every one metre. (vi) The wiring of modules interconnection shall be in suitable size GI/HD pipe. (vii) Size of wire - 3.70mm dia with tolerance limit (+/ -) 0.08mm. (viii) Size of aperture - 80mm x 100mm (ix) Woven double twisted, hexagonal shaped Zn + PVC coated wire mesh type 80 x 100mm of wire 3.70mm dia wire as per IS 16014. The wire used for the manufacture of wire mesh shall have minimum tensile strength of 350N/mm2 and elongation shall not be less than 10% in accordance with IS 16014.To be laid in DWC pipe of suitable size. (xi) Solar inverter to ACB Panel, connection aluminium XLPE conductor cable of size 185 sqmm x 3C 1.9/3.3 KV rating Note : Cost of interconnecting copper cable (AC & DC), Al XLPE cable from Solar Invertor to ACB panel and cable tray above upto inverter and LT panels and upto LT side of transformer as per site requirement at the location as directed deemed to include in the item quotated rates and no extra payment will be made to contractor on this account. LT Panel shall be paid seperately. 19 (D) Module Mounting Structure (MMS) : Supply, design & fixing support structure MS hot dipped galvanised (80Micrones) including PCC 1:2:4 type B-1 for each support / foundation for civil works (excavation and earth work cutting, grouting, PCC etc.) and fixing the mouting arrangement suitable for PV solar modules & to withstand minimum horizontal wind speed of 198km/hr. The mounting structure is of mild steel hot dipped galvanised. The array structure shall be so designed that it will occupy minimum space without sacrificing the output from Solar PV panels. Nut bolts, supporting structures including module mounting structures shall have to be adequately protected from atmosphere and weather prevailing in the area. All fastners shall be of stainless steel of grade SS316. Two numbers of anti-theft fasteners of stainless steel on two diagonally opposite corner of each module shall be provided.Note: (i) Cost of interconnecting copper cables along with cable trays ( floor/ wall mounted ) suitable to accommodate solar grade cables & cables upto inverter is included in the item and no extra payment will be made to contractor. (ii) The module mounting structure shall be carried out as per approved drawing of foundation MMS. MMS foundation shall be designed as per IS 456:2000 and IS 13920:2016 and drawings shall be approved by GE before execution. (iii) The MMS stub/column,rafter,purlin ,ties and bracing members shall conform to following indian standard :IS 2062 -Hot rolled medium and high tensile structural steel ,IS 811-Cold formed light gauged structural steel section ,IS 1161-steel tube for structural purposes, IS4923- Hollow steel section for structural use. Minimum grade of steel sections for conforming to IS 811 and IS 4923 shall be E350 conforming to IS 2062 and Yst 310 conforming to IS 1608 respectively.(E) Lightning Protection for PV Array :- Supply & fix Lightning Arrestor of the required number of suitable Early Streamer Emission (ESE) lightning arrestors installed in the array field. Lightning arrestors/surge arrestors shall conform to IEC 60099-4 or IS:3070 except to the extent modified in the specifications. Arrestors shall be of hermetically sealed units, self-supporting construction, suitable for mounting on lattice type support with the following :-(i) The air terminal should be capable of racking the lightning stroke 60 micro seconds earlier as compare to passive lightning rod. (ii) The air terminal is Early Streamer Emission (E.S.E.) type which shall be fixed at the top of a GI elevation pole with base so as be at least 2 meters above the structure to be protected. Its height above roof level would be dependent on the level of protection and the protection radii required (iii) The air terminal should be working on the principle of early streamer emission using non-radioactve technology, needing no external power source. (iv) The air terminal is of stainless steel and it has qualified diameter to resist high values of lightning currents. (v) Roof connecting pipe should be capable of withstand in lightning strikes having dimension 50mm ID and 60mm OD. The terminal adaptor having inner dia 60mm OD. Lightening protection shall be provided as per approved Drg. 20 (F) Earthing system for PV array field :-Earthing system shall comply with latest revision andamendment of the relevent IEC standard and IS codes. (i) All PV module ,module mounting structure (MMS) and string monitoring unit (SMU) structures in the PV erray field shall be connected to the earthing system (ii) Each PV module frame shall be earth using copper wire of sufficient cross section area. Earthing complete with copper earth plate electrode 600×600 ×3.15 mm thick electrode, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level connected to 20x3 mm copper strip as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel and 40mm dia GI pipe light grade for protection of earth strip and 20mm dia meduim grade for water funnel with wire mesh complete connected to earthing test point as per SSR Part-I 2009 all as specified and directed including testing on completion.NOTE:- Cost of all Copper plates earthing equipments including Copper earth strips from equipments to earth pit is deemed to be included in quoted rates.(G) Solar Inverter : Supply, fixing, testing and commissioning of minimum of suitable capacity in suitable Nos as per 250/255 KW (Total capacity of Inverters shall not be less than 750/755 KW after derating with three inverter) for CHUMTHANG 50 Hz , 3 phase 800V,185A Grid Connected Solar inverter outdoor type suitable to convert DC power of solar PV module/array to AC for further feeding to stepup transformer conforming to IEC-61683 for efficiency, IEC-62109(1&2) or equivalent for safety & IEC-62093 for reliability. The input D.C. tech specification of inverter are as under and as per approved design.(i) Operating temperature :-40ºC to + 35ºC,(ii) Relative humidity (Non condensing) upto 95%.(iii) The inverter shall consist of associated control, protection, data loging device and remote monitoring hardware. the inverter shall be suitable for operation at Chumathang .Alt 4200 mtr and min - 40ºC temperature.(iv)The inverters shall have minimum protection to IP65 and minimum European efficiency 99% load as per IEC 61683 standard.(v) The inverter shall adjust voltage and frequency levels to suit the existing DG Sets/AC power supply. (vi) The inverter shall be self-commulated with pulse width modulation (PWM) technology and shall be capable of synchronize maximum within 1 minute.vii) Maximum power point tracker (MPPT) conforming IEC- 62093 shall be integrated in the inverter to maximize energy drawn from the solar PV array. (viii) The inverter shall include appropriate self protection & self diagnostic feature to protect itself and the PV array from the damage in the event of inverter component failure or from parameters beyond the inverters safe operating due to internal or external causes. 21 (ix) Inverter shall have protective arrangement against ground leakage faults, over voltage & over current. (x) Inverter shall have arrangement for adjusting DC input current & shall trip against sustainable fault down stream and shall not restart till fault is rectified. Notes: (i) If the solar inverter as specified here-in-before is not available in the market , contractor will provide the same of higher capacity as available in the market without any extra cost. (ii) All suitable size of copper cables as per load requirement from SPV systemto inverter for interconnection purpose shall be provided by the contractor and deemed to be included in quoted rates. (iii) Cost of all Copper plates earthing equipments including Copper earth strips from equipments to earth pit is deemed to be included in quoted rates.(H) Uninterrupted power supply(UPS) : Supply, installation, testing & commissioningof 110V/40A Float Cum Boost Battery Charger unit includingbattery bank comprising 50 Nos of 2 Volts-65 AH sealed maintenance free battery.The CCCV battery charger consisting ofcopper wound,air cooled transformer, 01 Set single phase full wave bridge rectifier consisting ofdiodes andSCRs, liberally rated mounted on heat sink andcomplete with resistor/condenser network for surge supperssion .During auto float mode automatic changeover shall take place from float mode to boost mode and vice versa, 01 Set of solid state constant potential controller to stabilize the DC output voltage of the float cum boost charger, 01 No electronic controller , DCdigital ammeter,DC digitalvoltmeter, Potentiometer , DC, MCB for reverse battery protection . The charger should have alarm annunciation with visual and audible alarm with manual reset facility forfuse fail alarm. Float cum boost battery charger and DC distribution board shall be housed in powder coated sheet steel cubicle with panels of 1.6mm thickness , louvers for ventilation , gland plate will be provided for cable entry from bottom .The battery charger shall be divided into two compartments.The upper compartment shall house the battery charger & DCDB with all necessary controls. The lower compartment shall be suitable for housing the batteries. Tech specification shall be as under:-(a) Input working voltage-180 -270 Volts(b) Nominal Input Voltage - 230 V , AC , 50 Hz,1 (c) On load input power factor- > 0.8 (d) On load unit watt efficiencies-> 80%(e) No load losses of complete charge-< 10% (f)Ripple contents on the load (RMS)= 1% to 5% (g) Over load - 110% for 30 minutes and will give visual indication for over load condition. (h) Boost charging - 2.4 V/Cell . (j)Float charging -2.15 V/Cell (k)Float cum boost charging-Automatically changes from one state to another state as per battery condition and will give the visual indication for either float or boost based on charging mode. (l)Reverse polarity -No damage will caused .A visual indication for reverse polarity will appear with an audio alarm. (m)Short circuit-MCB protecton provided. Make of battery charger. Statcon/Sinetrac/Amar Raja Make of batteries. Exide/Amaron/Okaya(n) The battery bank system shall be designed to supply power to following loads :-(i) SCADA(ii) Inverter auxillairy supply 22 (iii) Capacity of battery bank shall be done considering the above mention load at power factor of 0.8 lagging inclusive of 10% design margin at 50ºC.Note:- All suitable size of copper cables as per load requirement for interconnection to above loads here-in-before shall be provided by the contractor and deemed to be included in quoted rates(J) DATA ACQUISITION SYSTEM/PLANT MONITORING & SCADA :- Supply,fixing,testing and commissioning of SCADA system Monitoring system with 65 inch Screen at site with Local LDMS and for Remote Monitoring 55 inchs screen in Engineer-in-charge office to be provided for the performance of the SPV on cloud. plant, inverter ,power, array voltages, array currents & AC parameters,energy yield, temperature,irradiance level etc. and it could provides flexible interface to facilitate PC based inverter monitoring and control via GPRS modem and internet/ethernet connection. This should have include web visualization system and data logger with integrated ethernet port. (i) Data acquisition System shall be provided for each of the solar PV plant. (ii) Data Logging Provision for plant control and monitoring, time and date stamped system data logs for analysis with the high quality, including latest version available of PC & Printer. Metering and Instrumentation for display of systems parameters and status indication to be provided (iii) Solar Irradiance: An integration Pyranometer/Solar cell based irradiation sensor (along with calibration certificate) provided, with the sensor mounted in the plane of the array. Readout integrated with data logging system. (iv) Temperature: Temperature probes for recording the Solar Panel temperature and ambient temperature to be provided complete with readouts integrated with the data logging system.(v) The parameters like AC Voltage, AC Output current, Output Power, Power factor, DC Input Voltage, DC Input Current, Time Active, Time disabled, Time Idle, Energy Produced, Protective function limits (Viz-AC Over voltage, AC Under voltage, Over frequency, Under frequency ground fault, PV starting voltage, PV stopping voltage etc are accessible via the operating interface display in real time separately for solar power plant. (vi) All major parameters available on the digital bus and logging facility for energy auditing through the internal microprocessor and read on the digital front panel at any time and logging facility (the current values, previous values for up to a month and the average values) should be made available for energy auditing through the internal microprocesor and should be read on the digital front panel. (vii) PV array energy production: Digital Energy Meters to log the actual value of AC/DC voltage, Current & Energy generated by the PV system provided. Energy meter along with CT/PT should be of 0.5 accuracy class. (viii) Computerized DC String/Array monitoring and AC output monitoring shall be provided as part of the inverter and /or string/array combiner box or separately (ix) String and array DC Voltage, Current and Power, Inverter AC output voltage and current (All 3 phases and lines), AC power (Active, Reactive and Apparent), Power Factor and AC energy (All 3 phases and cumulative) and frequency shall be monitored. (x) Computerized AC energy monitoring shall be in addition to the digital AC energy meter. 23 (xi) The data shall be recorded in a common work sheet chronologically date wise. The data file shall be MS Excel compatible. The data shall be represented in both tabular and graphical form (xii) All instantaneous data shall be shown on the computer screen. (xiii) Provision for Internet monitoring and download of data including recharging shall be also incorporated till the duration of contract. (xiv) Software shall be provided for USB download with life time license and analysis of DC and AC parametric data for individual plant (xv) Remote Server and software for centralized Internet monitoring system shall be also provided for download and analysis of cumulative data of all the plants and the data of the solar radiation and temperature monitoring system. (xvi) Ambient /Solar PV module back surface temperature shall be also monitored on continuous basis. (xvii) Simultaneous monitoring of DC and AC electrical voltage, current, power, energy and other data of the plant for correlation with solar and environment data shall be provided. (xviii) Remote Monitoring and data acquisition through Remote Monitoring System with latest software/hardware configuration and service connectivity for online/real time data monitoring/control complete to be supplied and operation and maintenance/control to be encurred by the supplier. Provision for interfacing these data on Engineer-In-Charge Computer/display device and portal.NOTE:- The cost of all equipments , internet, ethernet connections, connected cables, Server, printer etc. are included in this item All licensee of windows server, MS office or any other software required for functioning of SCADA is deemed to be included in quoted rates for life time. Recharge of GPRS/3G/4G/5G network for 5 yrs from date of completion shall be reponsibilty of contractor and rates quoted are deemed to include the same. Training: On successful commissioning of the plant, training shall be provided on Plant operations and maintenance to a team (Engineers and Technician/Operations) as nominated by GE for 07 days at the time of handing over of solar plant after completion of phase-I.K) WEATHER MONITORING SYSTEM : Complete one set for Chumathag As a part of weather monitoring system the contractor shall provide the following measuring instruments with all necessary software and hardware required to integrate with SCADA.(i) Pyranometer : The contractor shall provide minimum 04 Nos of secondary standard pyranometer (ISO 9060 classification alongwith necessary assessories for measuring incidental solar radiation at horizontal and inclined plane of array. Specificiation of the pyranometer shall be asfollows:- Spectral response : 0.31 to 2.8 micron ,Time response (95%) : Max 15 second ,Nonlinearity ± 0.5% ,Temperature response : ± 2% ,Tilt error <± 0.5% ,Zero offset thermal radiation ±7W/Sqm ,Zero offset temperature change ± 2 W/Sqm ,Operating temperature range O ºC to 80ºC ,Non stability Maximum ±0.8% ,Resolution minimum +/- 1 W/Sqm : Output Analog 4-20 mA, ,Digital RS 485 Each instruments shall be supplied with necessary length of cable calibration certificate with calibration ,traceability to world radiation reference(WRR) or world radiation centre shall be furnished alonwith the equipments.The GE reserves the right to check the calibration at the expense of the contractor. 24 The signal cable length shall not exceed 20 m .The contractor shall provide instrument manual in hard and soft form.(L) Protection switch gears: Supply, installation, testing and commissioning of factory made outdoor type, LT panel weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick with internal partition of 1.6 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and aluminium busbar of capacity not less than 2000 Amp, outdoor type , frame factory fabricated , duly powder coated painting having thickness not less than 100 microns provided suitable gasket, suitable for 3 Phase4 wire, 415 Volts, 50 Hz, AC supply system, including the following :- (a)ACB 1250 Amps capacity adjustable type , 4 pole 50 KA, 800 V, 50 HZ draw out type breaking capacity 50 KA( Icu=Ics=Icw=50KA) microprocessor protection. (b) MCCB 400 A, 4 pole, 415 volts, 50 Hz - 03 Nos (C) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 800 V duly moounted on porcelain insulators -01 Set (d) Digital amp meter 3 ph programmeable type with suitable1600 Amps -01 Set (e)Digital volt meter 3 ph programmeable type with suitable0- 800 volts -01 Set (g) CT 1250/5A/5A, PT 100VA CL 0.5/3P (h) LED phase indicator (RYB )-01 Set. All DC & AC circuits shall be suitably protected using appropriate circuit breakers and isolators, fuses and relays annunciator & system condition displays. Protection switchgears on AC side shall have LT ACB 1250 Amps capacity adjustable type , 4 pole 50 KA, 800 V, 50 HZ draw out type breaking capacity 50 KA( Icu=Ics=Icw=50KA) microprocessor protection based with overload ,short circuit over voltage, under voltage, over frequency , under frequency , earth fault and instantaneous over current protection unit , electrically operated with manual spring charge facility , having indication for earth /over load /overvoltage/ under voltage/ over frequency/ under frequency complete with digital meter. Note:- Panelshall be provided as per approved SLD.(M) Cable Duct / Conduit DWC Pipe : Cable duct/ cable tray of appropriate size from solar panel to inverter/ transformer and cable duct made from PCC etc incl MS plates duct cover 6 mm thick (plain orchequered) channels square cut or notched ( ordinary & counter sunk) forming holes without any attachment complete all as spd and directed.Note: (a) There should be provision of vertical separation between power and control cable duct. (b) Cable ductshall be provided as per approved drg . 25 Supply, installation testing and commissioning of outdoor type step up transformer Inverter duty type low losses of 1 MVA, 0.800/11KV, 3 phase, 50 HZ, ONAN Cooled oil immersed copper wound out door type Step up Transformer delta/delta (Δ/Δ) complete with first oil filling and other standard fitting / accessories and Off load tap changer (Taping Range ± 5% in step of 2.5% each) suitable for feeding supply generated from solar power plant to existing transmission line with Including the following : 26 HV Bushing 33 KV and LV Cable Box suitable for chumathang area of Alt 4200 m along with necessary bus bars with adaptor box suitable for terminating incoming cables from inverter. Marshalling Box (having TTB Only ) all as specified and directed (i) Buchholz Relay trip contact and shut off valves. (ii) PRVRelay Trip (iii) Oil temperature indicator 150 mm dia with alarm and trip contact. (iv) Winding temperature indicator with alarm and trip contacts (v) Marshalling box 200 TB (MK) -03 Nos (6 No of terminal , 3 phase primary and 3 phase secondary, Bolted or plu in type terminal, cable entry 3X 50 sqmm (primary) and 3 X 120 sqmm (secondary) cable ties, clips or trays ) (vi) Magnetic oil level gauge. (vii) Pressure release valve (PRV) with trip contacts.(viii) Conservator with oil filling hole with cap and drain plug and wit built in diaphragm to avoid direct air contact with transformer oil. (ix) Oil level indicator with minimum level marking.(x) Thermometer pockets with thermometer. (xi) Silica gel breather (xii) Air Release plug. (xiii) Lifting Lugs (xiv) Earthing terminals (xv) Bi-directional Rollers (xvi) Anodized aluminum rating and diagram plate. (xvii) Off load Tap changer including indoor remote control panel. (xviii) Top filter valve (xix) Including transformer platform as per OEM recommendation is deemed to be included in quoted rates.Following protections shall be integrated with RMU Necessary equipments/metering devices shall be instaled in transformer.(a) Instantaneous overcurrent (b) AC time over current (c) Neutral & residual instantaneous over cuurent (d) Neutral & residual time overcurrent (e) master trip (f) anti pumping (g) trip circuit supervision (h) DC failure (i) WTI and OTI (j) pressure relief (k) Buchholz (l) Differential protectionNOTE:-The following works /items shall deemed to be included in the above quoted rates and no extra payment shall be made to the contractor on this account. (i) The erection /installation of transformer with suitable size of foundation as per OEM recommendation is deemed to be included in quoted rates (ii) Rates quoted is inclusive of all control cables of suitable size and core(as per manufacturer recommendations) from buchholz relay, PRV, OTI & WTI of power transformer to various controls ie CTS/PTs & HT panel and control panels. (iii) LT single core cable /LT bus bar of suitable size and capacity from LT panel to step up transforemers LT side including appropriate size of cable lugs as required at site for connection complete all as specified and directed. (iv) The step up transformer shall be suitable for inverter input to avoid/reduce/capable for odd harmonics and heat losses. 27 Supply, installation testing and commissioning of outdoor type distribution low losses as per Level II part I (IS:1180) of 1.25 MVA, 0.415/11KV, 3 phase, 50 HZ, ONAN Cooled oil immersed copper wound out door type Step up Transformer delta/star (Δ/Υ) (complete with first oil filling and other standard fitting / accessories and Off load tap changer (Taping Range ± 5 % in step of 2.5% each) suitable for feeding supply generated from solar power plant to existing transmission line with Including the following : 28 HV bushing and LV Cable Box along with necessary bus bars with adaptor box suitable for terminating incoming cables frominverter. Marshalling Box (having TTB Only ) all as specified and directed (i) Buchholz Relay with alarm and trip contact and shut off valves. (ii) Oil temperature indicator 150 mm dia with alarm and trip contact. (iii) Winding temperature indicator with alarm and trip contacts (iv) Marshalling box 200 TB (MK) -03 Nos (v) Magnetic oil level gauge. (vi) Pressure release valve (PRV) with trip contacts. (vii) Conservator with oil filling hole with cap and drain plug and wit built in diaphragm to avoid direct air contact with transformer oil. (viii) Oil level indicator with minimum level marking. (ix) Thermometer pockets with thermometer. (x) Silica gel breather (xi) Air Release plug. (xii) Lifting Lugs (xiii) Earthing terminals (xiv) Bi-directional Rollers (xv) Anodized aluminum rating and diagram plate. (xvi) Off load Tap changer. (xvii) Top filter valve (xviii) Differential relay protection for power transformer Following protections shall be integrated with RMU Necessary equipments/metering devices shall be instaled in transformer.(a) Instantaneous overcurrent (b) AC time over current (c) Neutral & residual instantaneous over cuurent (d) Neutral & residual time overcurrent (e) master trip (f) anti pumping (g) trip circuit supervision (h) DC failure (i) WTI and OTI (j) pressure relief (k) Buchholz (l) Differential protectionNOTE:-The following works /items shall deemed to be included in the above quoted rates and no extra payment shall be made to the contractor on this account. (i) The erection /installation of transformer with suitable size of foundation as per OEM design is deemed to be included in quoted rates .(ii) Rates quoted is inclusive of all control cables of suitablesize (as per manufacturer recommendations) from different relays buchholz relay of power transformer to various controls ie CTS/PTs & HT panel and control panels. (iii) LT single core cable /LT bus bar of suitable size and capacity from LT panel to step up transforemers LT side including appropriate size of cable lugs as required at site for connection complete all as specified and directed. (iv) The transformer shall be suitable for inverter input to avoid/reduce/capable for odd harmonics and heat losses. 29 Supply, installatioon , testing and commissiooning of factory made outdoor type 4 Way 2x630 Amp SF6 + 2x630Amp LBS out door type 11 KV Ringmain Unit with Space Heater at Altitude 4200m, 630 Amps IAC 20 KA for 3 sec suitable for solar power system confirming to relevant IS/IEC, LSC 2B having following specification and comprising of following:- (i) Electrolytic copper bus bars, droppers and bus bar should be insulated with full system voltage sleeves. Each SF6 breaker shall comprise of following 30 (ii) Trolly mounted vaccum circuit breaker as per IEC-62271-100 SF6 circuit breaker should have three Nos resin encapsulated vaccum bottles.(iii) Motorized spring charging mechanism 230V AC 50 Hz with integral spring charging handle for manual spring charging. (iv) Cast resin current transformer 11KV, 200/1-1A, Core-I: class 1.0, 5VA, core2:5P10,5VA.Bushing shall be of 11 KV (v) Cast resin potential transformer 11KV/√3/110V, 50VA, class 0.5Cl 3P, bushing shall be 11KV KV and HT fuse at the primary end and 4P MCB at secondary end of PT. (vi) Accessoories like local/remote switch, breaker control switch (T-N-C) space heater with thermostat, DC and AC control circuit through MCB, indicating lamps for RYB, spring charge, DC supply healthy, breaker ON/OFF , breaker in SERVICE/TEST. (vii) Multifunction meter with RS 485 port , on MODBUS Protocol. (viii) Digital ammeter and digital voltmeter. (ix) Master trip relay-01 No and Aux relay TCS, DC Fail, OC & E/F (x) Comprehensive numarical protection relay on MODBUS protocol compatiable for directional and non directional O/C, E/F, U/V, O/V protection, Pressure switch or gas density monito, Frequency relay, Breaker failure protectionTransfomer protection Bucholz protection, PRV,Differential protection, OTI, WTI Relay and panel should have following additional facilities:- (xi) Trip Ckt supervision, AC fail, DC fail (xii) Disturbance recorder. (xiii) Event log with date and time (xiv) Measurment and control feature (xv) Fully internal arc type tested. (xvi) SF6 bottles should be epoxy encapsulated. (xvii) Racking in/out, manual closing/tripping of CB with compartment door closed. (xviii) Breaker shall be provided with following contacts:- (xix) Auxilary switch with 6 No + 6 NC mounted on the draw out portion of the switchgear. (xx) Position switch with 3 NO + 1NC contacts for eachposition in SERVICE and TEST.(xxi) 16 window annunciater with hooter/alarm for OC,SC,OV,UV,TCS,DC Fail, AC Fail OTI,WTI,PRV,Bucholz, Differential, OF, UF, Gas density low, Breaker failure protection 31 Material and Labour for Earthing complete with GI earthplate electrode 600mm x 600mm and not less than 6 mm thick buried directly in ground (earth pit not less than 2.25m deep below normal ground level) with top edge of earth plate not less than 1.5m below normal ground level connected to GI strip of size 32x6mm by means of bolts, nuts, check nuts and washers of GI/steel all as shown in electric plate No 3 connected to equipmentscomplete and including char coal dust & salt filling in alternate layers (each layer shall be 15 cm thick)and GI protection pipe, medium grade 40mm dia and GI watering pipe 20mm, medium grade with funnel and wire mesh, 40mm thick pre-cast RCC, M-15 (nominal mix) cover reinforced with XPM weight not less than 4kg/sqm with suitable handle of 6mm dia MS bar and angle iron 40 x 40 x 3mm frame for cover, PCC M-15 (nominal mix) pit, excavation and earth work in any type of soil and connectedcomplete all as specified and directed. 32 Material and Labour for earthing complete with and including copper earth plate electrode 600 mm x 600 mm x 3.15 mm surrounded by a mixture of charcoal and salt in alternate layers burried directly in ground vertically in a pit of depth not less than 2.25 m deep below ground level with top edge of earth plate at a depth of not less than 1.5 m below ground level, connected to copper trip earth lead wire 25x6 mm dia by means of nuts, bolts, checknuts and washers made out of galvanised iron, 15 mm bore (light grade) GI pipe for protection of earthing lead, 20 mm bore (light grade) GI pipe for watering with funnel, wire mesh and including necessary excavation and earth work, PCC 1:2:4 type B-1 pit and 50 mm thick RCC M-25(Design mix) reinforced with XPM (weight not less than 3 kg/sq m) pit cover, C.I frame, charcoal and comman salt filling in alternate layers, complete all as shown and specified in electrical plate No. 3 of SI Part-I. 33 Material and Labour for Earthing complete with galvanised steel earth plate electrode 60cmx60cmx6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr belowground level connecting to galvanisedearth lead wire 4mm dia by means of bolts,check nuts and washers and earth lead protected by provision of GI pipe light grade 15mm bore including provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded crushed stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4 KG/Sqm) and frame of angle iron 25 X 25 X 3mm with lugs 2 Nos and with 6mm dia MS bar handle made to shape, GI medium grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge plate, common salt and charcoal filling, connecting to test pointwith fixing arrangement, funnel, wire mesh and earth work in hard/dense soil,returning filling in and removal of surplus soil to a distance not exeeding 50 mtr, all as per electrical plate No 3all as specified and testing on completion. Note :- Cost of earth lead upto 7.5 mtr and GI 15mm bore pipe is deemed to be included in unit rate. 34 Supply, installation, testing and commissioning of factory made, DG disribution cum DG syncronization panel of suitable size, outdoor type made out of CRCA sheet 3.15 mm thick with partition of 1.6 mm, frame factory fabricated with front and back openable double door with locking arrangement, with MS angle section 50x50x6 mm support, duly powder coated painting having thickness not less than 100 microns provided suitable gasket to make it dust and vermin proof, suitable for 3 Phase4 wire, 415 Volts, 50 Hz, AC supply system,comprising of following :- (a)Distribution panel with ACB 2500Amp microprocessor release operation type, 415 Volt 50 KA 1 Nos 2500 Amp ACB (b) DG Synchronizing panel- DG Sync Panel with double busbars required for sync 3 nos 400 KVA DG set after Sync Power fed to 2500 Amp Distribution Panel (c)Control Ckt require for DG Sync With PV System, Logic of this control ckt : DG 1, 400 KVA on all time with minimum 30% load and when load increase 80% DG2 400 KVAstart and so on for all 3rd Nos 400 KVA DG) Note: DG syncronization panel shall be provided as per approved SLDcomplete all as specified and directed.. 35 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1.9/3.3 KVgrade, cross-sectional area 400 Sqmm 3 core for solar ACB panel to inverter duty transformercomplete all as specified and directed. 36 Supply and fixing of cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination cold shrinkable type joint complete with jointing meterial and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size400 Sqmmcomplete all as specified and directed. 37 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 400 Sqmm 3.5 corecomplete all as specified and directed. 38 Material and Labourfor Sand cushing to under ground cable, provided with 8 cms thick layer before laying the cable and 15 cm thick after laying and streching the calbe complete all as specified and directed. 39 Supply and laying unreinforced precast concrete cable cover on the cable in the trench,classl LV, Type-I, flat size 250mm X150mmX50mm(1100 volts LT cable)complete all as specified and directed. 40 Supply and laying Unreinforced precastconcrete cable coveron the cable in the trench , class HV, Type-I, flat size 300mm X180mmX50mm (for 11KV HT cable)complete all as specified and directed. 41 Material and Labour for Solar HT Generation meter AC three phase, multifunction net meter of accuracy class 0.5s, rated voltage 110 V Ph-Ph or 3 X 63.5 V Ph-N, voltage range + 15% to - 30% of rated voltage, basic current 1 Amps or 5 Amps, maximum continuous current 2 times (200%) of basic current , starting current 0.1% of basic current, frequency 50 Hz and operating frequency range 47.5 to 50.5 Hz , IP 65 protection, Protection: over voltage, over current, over/ under grid frequency, over temperature, short circuit. with optical & RS232 port, backlit LCD display, (measures import kWh, kVAh, Export kWh, kVAh , Net kWh, kVAh, V,I, kW, 6 month history of energy, load survey, tamper detection & logging, power On/Off events, instantaneous parameters of rating -/5A with display in absence of powercomplete all as specified and directed. 42 Shifting of DG set of capacity 3 x 400 KVA from location Upper and lower chumathang (Upto 2 Km) near to SPV plant location with all connected items including installation, connection with cable, making of suitable size as per existing 3 Nos PCC plateform of 400 KVA DG set all as per specified and directed 43 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 630 Sqmm 3.5 corecomplete all as specified and directed. 44 Material and Labour for Rolling and consolidation formation surface in cuttingto required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. 45 Material and Labour for soiling (or Sub Base) 200mm thick (Spread thickness) with broken boulders or quarred stone interstices filled, surface formed and surface formed and rolled and consolidated torequired gradient and camber with 8 to 12 tonne power roller, complete all as specified and directed. 46 Material and Labour for cement concrete work in pavement/hardstanding of flexural strength 40 kg/sqcm in field using 400 kg of cement per Cum for thickness of concrete 20 cm including brooming the surface complete all as specified and directed. 47 Material and Labour for forming contraction (Dummy) joints 80mm deepx 10mm wide filled with sealing compound grade B complete all as specified and directed. 48 Material and Labour for forming 20mm thick expansiion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound grade B for 200mm thickness of concrete slab complete all as specified and directed. 49 Material and Labour for 150mm thick (compacted thickness) WMM in two equal layers 75mm thick each layer with coarse aggregates of lime stone, sand stone flint or quartizite of grading 2 (63 to 40mm size) spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and directed. 50 Material and Labour for Cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concretecomplete all as specified and directed. 51 Material and Labour for Cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in benching, coping around poles (aove GL) etc including weathering slightly rounded or chamfered angles and fair finshing the exposed surfaces or concrete using extra cement cmplete including necessary form workcomplete all as specified and directed. 52 Supplying, installation, commissioning and testing of transformer step down 11/0.415KV capacity750 KVA, Level II, IS 1180 Part I, out door type copper wound 3 phase, 4 wire, 50 cycles per second, oil immersed naturally cooled external cooling tube core type delta connection on primary side (HV side) and star connection on secondary side (LV side) having tapping 0,± 2.5%, ±5%, ±7.5% to be charged by means of hand operated, off load/tap changing gear including first filling of new transformer oil of dielectric strength not less than 60 KV with standard fittings such as two earting terminals for body and one additional for neutral brought out inbushing, oil level gauge indicator for level minimum and maximum, lifting lugs, rating and termina plate, plain breather device to prevent ingress of rain water and inserts, drain cum sampling valve 20mm bore steel with plug,dial type thermo meter, oil filling hole 32mm threaded with plug. The transformer shall be powder coated for water/dust and vermin proof. Note :- (1) Transformer oil shall be conforming to requirements of IS-335-1983 specification for newinsulating oil for transformers.(2) Equipment shall be suitable to operate at 4200 mtr above MSL at temperature variation between -35˚C to (+)35˚ C including platform as per OEM recommendation is deemed to be included in quoted rates (For lower Chumathang) 53 Supplying, installation, commissioning and testing of transformer step down 11/0.415KV capacity400 KVA,Level II, IS 1180 Part I, out door type copper wound 3 phase, 4 wire, 50 cycles per second, oil immersed naturally cooled external cooling tube core type delta connection on primary side (HV side) and star connection on secondary side (LV side) having tapping 0,± 2.5%, ±5%, ±7.5% to be charged by means of hand operated, off load/tap changing gear including first filling of new transformer oil of dielectric strength not less than 60 KV with standard fittings such as two earting terminals for body and one additional for neutral brought out inbushing, oil level gauge indicator for level minimum and maximum, lifting lugs, rating and termina plate, plain breather device to prevent ingress of rain water and inserts, drain cum sampling valve 20mm bore steel with plug,dial type thermo meter, oil filling hole 32mm threaded with plug. The transformer shall be powder coated for water/dust and vermin proof. Note :- (1) Transformer oil shall be conforming to requirements of IS-335-1983 specification for newinsulating oil for transformers.(2) Equipment shall be suitable to operate at 4200 mtr above MSL at temperature variation between -35˚C to (+)35˚ Cincluding platform as per OEM recommendationis deemed to be included in quoted rates (For additional pocket & Upper chumathang)complete all as specified and directed. 54 Material and Labour for Steel tublar swaged poles erected truly vertical or planted as strut complete with 6 mm thick mild steel base plate, welded to pole, B-118 final taper cap,bolts,nuts & screws, poles made out of ERW MS tubing conforming to IS 2713 Part-II. Type 410-SP-55 (11 m long) including drilling of holes of required size for fixing of cross arms, paintin g the exposed surfacs of pole with two coats of aluminium paint over a coat of two coats of zinc chrome3 primer and two coats of black bitumenous paint internally & portion embadded in concrete, making five black & white bands at lower portion of pole each 300 mm wide alternatley, and marking pole No. with black paint at suitable height complete all as specified and directed.(For two/ four pole structure) Note :- Excavation and earth work, PCC in foundation shall be measured and paid for separetely.complete all as specified and directed. 55 Material and Labour for Switch air break gang opertated tripple pole mechanically operated from ground level mounted, outdoor type suitable for vertical instatllation single break provided with locking arrangement for operating handle with lock consisting of mild steel channelHT post top insulator copper alloy high pressure assembly 33 KV grade complete with all accessoriescomplete all as specified and directed. 56 Supply & fixing lightning arrestor, high tension, polymer type gapless complete with all fitting transmission class, of capacity 33 kilo voltscomplete all as specified and directed. 57 Material and Labour forCross arms, bracing , supports, clamps and aback plates ,fabricated out of structural steel sections incuding nuts, bolts,washers,welding,bending cold or hot, drilling holes for bolts in any shape or size as indicated or coat of red oxide zinx chrome primer, one under coat and one finshing coat of aluminium paint complete all as specified. 58 Supply, laying, testing and commissioning of aluminium conductor, XLPE insulated, PVC inner sheathed, GI strip or wire armoured & overall PVC sheathed cable of 11 KV (Earthed) grade in trenchesl/ in GI pipe including dressing and clamping the cable with MS clamps of cross section area 185 Sqmm 3 corecomplete all as specified and directed. 59 Supply, laying, testing and commissioning of aluminium conductor, XLPE insulated, PVC inner sheathed, GI strip or wire armoured & overall PVC sheathed cable of 11 KV (Earthed) grade in trenchesl/ in GI pipe including dressing and clamping the cable with MS clamps of cross section area 120 Sqmm 3 corecomplete all as specified and directed. 60 Supply and fixing of cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination cold shrinkable type joint complete with jointing meterial and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size120 sqmm to 185 sqmmcompleted all as specified and directed. 61 Material and Labour for ACSR conductor for the provision of HT OH lineof sizes,3 of 6/1X3.0 (Ferret), 3 of 6/ 1x2.59 ( weasel) completed all as specified and directed. 62 Material and Labour for galvanised steel wire of4 mm dia with hooks stretching kinks and bends completed all as specified and directed. 63 Anticlimbing devices spikes type fabricated out of MS bars (round square and flat) including nuts, bolts, washers and welding in two halves made to shape to suit the cross section of the pole complete all as specified and shown on drawings. 64 Supply and fixing pin type 10 KN polymer type, porcelain, viterous white, brown or green insulator including one mild steel spindle,for 33000 volts grade incl all accessories for fixing of pin insulator completed all as specified and directed. 65 Supply and fixing disc type 90 KN polymer type, porcelain, viterous white, brown or green insulator including one mild steel spindle,for 33000 volts grade incl all accessories for fixing of disc insulator completed all as specified and directed. 66 Supply and fixing of Danger notice plate of 1.6 mm thick mild steel sheet, vitreous enamelled white, with letter, figures and conventional skull and bones in signal red colour and fixed with M.S clamps, bolts and nuts of approved size, for HT,25x20cm sizecomplete all as specified and directed. 67 Material and Labour for Galvanised steel tubing light grade 80 mm bore laid in trenches orfix to wall/hole with fitting as required for cable protectioncomplete all as specified and directed. 68 Material and Labour for Galvanised steel tubing light grade 100 mm bore laid in trenches orfix to wall/hole with fitting as required for cable protectioncomplete all as specified and directed. 69 Material and Labour for stay assembly complete using stay rod of 20 mm dia complete with accessories as shown in electric plate no 1 of SSR-2009 Part -I complete all as specified and directed by Engr-in-Charge Note: (Unit rate quoted by contractor herein before also includes earth work and PCC work ,Loop type insulator ,stay clamps ,nuts ,bolts ,washers and concretecomplete all as specified and directed. 70 Material and Labour for galvanised stay strand, size 7/4 mmcomplete all as specified and directed. 71 Supply and fixing of loop type porcelain vitreous white ,brown or green insulator large size with overall dimensions 90x140 mm,clearance of hole 25.5 mm complete all as specified and directed 72 Supply and install LT panel outdoor type weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and aluminium busbar of capacity not less than 2200 Amp insulated with PVC sleeves and coloured with (R,Y,B and Black) with angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. 73 Under composion of following.(LT panel No-01 Lower Chumathag)(i)ACB 415 V, 4 pole, 1600 Amp, 50 KA -01 No (Incoming)(ii) ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Outgoing)For existing DG panel (iii) ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Outgoing)For existing DG panel(iv) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 2500 Amps duly moounted on porcelain insulators -01 Set (v) Digital amp meter 3 ph programmeable type with suitable2500 Amps -01 Set (vi)Digital volt meter 3 ph programmeable type with suitable0- 500 volts -01 Set (vii) LED phase indicator (RYB )-01 Set 74 Supply and install LT panel outdoor type weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and copper busbar of capacity not less than 1250 Amp insulated with PVC sleeves and coloured with (R,Y,B and Black) with angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. 75 Under composion of following. (LT Panel No-2 upper chumathang)(i)ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Incoming cum outgoing) (ii) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 1200 Amps duly moounted on porcelain insulators -01 Set(iv) Digital amp meter 3 ph programmeable type with suitable 800 Amps -01 Set(v)Digital volt meter 3 ph programmeable type with suitable 0-500 volts -01 Set (vi) LED phase indicator (RYB )-01 Set 76 Supply and install LT panel outdoor type weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and copper busbar of capacity not less than 1250 Amp insulated with PVC sleeves and coloured with (R,Y,B and Black) with angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. Under composion of following. (LT Panel No-3 upper chumathang additional pocket) 77 (i)ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Incoming)(ii) MCCB 415 V, 4 pole, 200 Amp, 25 KA -1 No (Out Going), MCCB 415 V, 4 pole, 400 Amp, 36 KA -1 No (Out Going) MCCB 415 V, 4 pole, 100 Amp, 25 KA -1 No (Out Going)(iii) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 1250 Amps duly moounted on porcelain insulators -01 Set (iv) Digital amp meter 3 ph programmeable type with suitable 800 Amps -01 Set (v)Digital volt meter 3 ph programmeable type with suitable 0-500 volts -01 Set (vi) LED phase indicator (RYB )-01 Set 78 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 300 Sqmm 3.5 core complete all as specified anddirected 79 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 240 Sqmm 3.5 core complete all as specified anddirected 80 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 185 Sqmm 3.5 core complete all as specified anddirected 81 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10 Sqmm 2 core complete all as specified anddirected 82 Supply and fixing of LED Street light of 70 Watt , IP66 power coated pressure die cast aluminium housing with high efficiency LED as lighting source and toughened glass complete all as specified anddirected 83 Supply and install LT panel box outdoor type weather & vermin proofsuitable for single phase 230 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and aluminium busbar of capacity not less than 100 Amp insulated with phase indicator incl angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. Under composion of following.(For Street light)(i) MCB SPN 6-32 Amps, 230V, 10 KA -01 No (Incoming)(ii) MCB SP 6-10 Amps, 230V, 10 KA -02 No (outcoming)(iii) Bus bar chamber with and including aluminium strip ( 2 Nos) suitable for 100 Amps duly moounted on porcelain insulators -01 Set (iv) LED phase indicator (RYB )-01 Set 84 Supply and fixing GI bracket 1.2 m long made out of GI pipe 40mm dia mediam grade with necessary clamp for fixing nut and bolts and connection complete all as specified anddirected 85 Material and Labour for Steel tublar swaged poles erected truly vertical or planted as strut complete with 6 mm thick mild steel base plate, welded to pole, B-118 final taper cap,bolts,nuts & screws, poles made out of ERW MS tubing conforming to IS 2713 Part-II. Type 410-SP-31 (09 m long) including drilling of holes of required size for fixing of cross arms, paintin g the exposed surfacs of pole with two coats of aluminium paint over a coat of two coats of zinc chrome3 primer and two coats of black bitumenous paint internally & portion embadded in concrete, making five black & white bands at lower portion of pole each 300 mm wide alternatley, and marking pole No. with black paint at suitable height complete all as specified and directed.Note :- Excavation and earth work, PCC in foundation shall be measured and paid for separetely. 86 Supply and fixing of 2.5 sqmm copper conductor cable for street light connection from junction box to street light at pole all as specified and directed by Engr-in-charge 87 Supply and fixing of junction box made out of PVC box with necessary clamps for fixing busbar with MCB SP 6 Amps and necessary connection from street light to junction box with 2.5 sqmm x 3C copper conductor cable complete all as specified anddirected 88 Material and Labour for Plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes including packing under and haunching completely surrounding pipes with concrete after they laid and tested for 150 mm bore NP 2 pipe, complete all as specified and directed. 89 Material and Labour forM&L for Reinforced concrete pipes,class NP2,dia 150 mmlaid and jointed complete with collars complete all as specified and directed. 90 Material and Labour for PCC 1:2:4 Type B1 using 20 mm garded stone agg as in coping including weathering slightly rounded or chamfered angles and throating complete all as specified and directed. 91 Supply onlyliquid water proofing compoundcomplete all as specified and directed. 92 Material and Labour forTMT bars 10mm dia and over , cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed not less than 0.9mm dia, or securing with clips, rungs, handles completeall as specified and directed. 93 Material and Labour forprecast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in manhole coverslabsincluding necessary formworks set in cement mortar 1:4 complete all as specified and directed. 94 Material and Labour for cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in surface channel and inside drains of manhole complete all as specified and directed. 95 Material and Labour for Mild steel rungs and handle made to shape out of 16mm dia round barsconforming to Fe-290grade E-165including fixing/embedding in concrete /masonrypainted with two coats of bituminous paint complete all as specified and directed. 96 Extra forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms moulds mitred/stopped ends etc complete all as specified and directed. 97 Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work not exc 200mm thick (horizontal or sloping) for flat fair finished surfaces complete all as specified and directed. 98 Material and Labour for construction of septic tank for 10 users designed to carry sewage and sewage water, excavation in any type of soil, PCC 1:2:4 type B-2 using 40mm graded crushed stone aggregates in foundation, precast cement concrete block masonry wall, RCC cover slab complete all as specified and directed and shown on drawing. 99 Material and Labour for construction of soakage well with excavation in any type of soil complete all as specifiedand directed and shown on drawing. 100 Material and Labour for MS work as in posts and struts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. 101 Supply only chain link MS galvanised fencing any size or type complete all as specified anddirectedNote : weight of chain link fencing shall be checked by BOO detailed by GE. 102 Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards rails straining bolts etc including provision of binding wire complete all as specified and directed. 103 Material and Labour for prepration of new or previously untreated steel surface & priming with red oxide primer and applying two coats of synthetic enamel paint of any description over 10cm width or girth not otherwise described complete all as specified and directed. 104 Material and Labour for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. 105 Material and Labour for Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 22.5cm longand diameter of neck 11 to 15mm complete all as specified and directed. 106 Material and Labour for construction of steel gate 5.5m wide and 3m high with RCC pillars including excavation and earth work and all other relevant works complete all as specified and directed. 107 Excavation over area not exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed. 108 Excavation in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. n exc 10 Sqm on plan and n exc 1.5 mtr in depth and getting out inhard/dense soil. Complete all specifed and directed. 109 All as per Srl No. 94. above but exc 1.5 m or part there ofin depth beyond the first 1.5m complete all as specified anddirected 110 Excavation in post holes (or similar holes) each not exc 0.5 Cum getting out returning filling and ramming earth or broken rubble mixed with earth around in layers not exc 25cm watering and removing surplus soil to a distance not exc 50 and making good surface in hard/dense soil complete all as specified and directed. 111 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed . 112 Removing excavated material (soil) to a distance not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. 113 Removing excavated rocks material from site n exc. 50 m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified anddirected
Contract Date: Jun 20, 2026 Contract Value : ₹ 6.14 Crore
Statutory Bodies & Commissions/Committees No of Bidders 9
Ladakh View Result →
11.
Communications and Information Technology  #11051304 AOC
Bids Are Invited For Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - As Per Scope Of Work; Quantitative & Qualitative
Contract Date: Ref. Documents Contract Value : ₹ 57.49 Lakh
Government Departments No of Bidders 8
Delhi View Result →
12.
Public Administrative Department #11045580 AOC
Construction Of Compound Wall To Existing Market Shed At Survey No. 108, 109 &Amp; 110 Near District Hospital Under Pattana Pragathi Funds.
Contract Date: Ref. Documents Contract Value : ₹ 20.92 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
13.
Public Administrative Department #11032184 AOC
Providing Gravel In Municipal Open Places In Survey No 6 At Weekly Market In Kamareddy Municipality Under General Fund
Contract Date: Ref. Documents Contract Value : ₹ 2.93 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
14.
Public Administrative Department #11032183 AOC
Supply And Delivery Of Street Lights, Service Wire And Cable Wire For Survey No 6 At Weekly Market In Kamareddy Municipality Under General Fund
Contract Date: Ref. Documents Contract Value : ₹ 2.10 Lakh
Local Bodies No of Bidders 1
Telangana View Result →
15.
Health and Family Welfare #11012375 AOC
Mahabubnagar District, Infrastructure Development Works In Ulbs, Construction Of Integrated Veg And Non-Veg Market At Survey No. 327, Amistapur In Bhoothpur Municipality.
Contract Date: Ref. Documents Contract Value : ₹ 1.59 Crore
Local Bodies No of Bidders 1
Telangana View Result →
Telangana View Result →
17.
Rural Development #10901542 AOC
Bids Are Invited For Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Director Tribal Development; Quantitative Qualitative
Contract Date: Ref. Documents Contract Value : ₹ 23.65 Lakh
Government Departments No of Bidders 6
Gujarat View Result →
West Bengal View Result →
West Bengal View Result →
Delhi View Result →
Delhi View Result →
22.
Educational and Research Institute #10871942 AOC
Bids Are Invited For Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey - LASI wave 2 group 9 states; Quantitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 3.64 Crore
Boards / Undertakings / PSU No of Bidders 11
Maharashtra View Result →
23.
Educational and Research Institute #10871940 AOC
Bids Are Invited For Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey - LASI wave 2 group 8 states; Quantitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 2.60 Crore
Boards / Undertakings / PSU No of Bidders 7
Maharashtra View Result →
24.
Educational and Research Institute #10871939 AOC
Bids Are Invited For Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey - LASI wave 2 group 3 states; Quantitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 3.00 Crore
Boards / Undertakings / PSU No of Bidders 7
Maharashtra View Result →
25.
Educational and Research Institute #10871931 AOC
Bids Are Invited For Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey - LASI wave 2 group 2 states; Quantitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 3.07 Crore
Boards / Undertakings / PSU No of Bidders 3
Maharashtra View Result →
26.
Educational and Research Institute #10871930 AOC
Bids Are Invited For Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey - LASI wave 2 group 5 states; Quantitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 3.48 Crore
Boards / Undertakings / PSU No of Bidders 6
Maharashtra View Result →
27.
Educational and Research Institute #10871929 AOC
Bids Are Invited For Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey - LASI wave 2 group 4 states; Quantitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 3.44 Crore
Boards / Undertakings / PSU No of Bidders 16
Maharashtra View Result →
28.
Educational and Research Institute #10871928 AOC
Bids Are Invited For Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey - LASI wave 2 group 7 states; Quantitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 2.98 Crore
Boards / Undertakings / PSU No of Bidders 6
Maharashtra View Result →
29.
Educational and Research Institute #10871927 AOC
Bids Are Invited For Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey - LASI wave 2 group 6 states; Quantitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 3.48 Crore
Boards / Undertakings / PSU No of Bidders 10
Maharashtra View Result →
30.
Educational and Research Institute #10871926 AOC
Bids Are Invited For Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey - LASI wave 2 group 1 states; Quantitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 2.03 Crore
Boards / Undertakings / PSU No of Bidders 5
Maharashtra View Result →
Delhi View Result →
32.
Environment and Forests #10856617 AOC
Bids Are Invited For Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Forests, Environment; Quantitative Qualitative
Contract Date: Ref. Documents Contract Value : ₹ 3.98 Lakh
Government Departments No of Bidders 4
Jammu and Kashmir View Result →
33.
Power #10773165 Price Bid
Tender for Prov.Steel Tubular Poles (9 M, Working Load > 200 Kgf/M²) (Provided By Hpsebl) , providing Muffs With Concerete Filling , providing Aaac 7/3.15Mm² Conductor (50Mm²) {Includes Cutting And Wastage} , Cross Arm: [Channel Iron (100X50x6 Mm), Length: 1270 Mm I/C Tolerance Of 100 Mm Either Side) X 8 Structure , Angle Iron (50X50x6 Mm), Length: 750 Mm X 2 No. X 8 Structures , Pole Top Bracket [Msci:100X50x6 Mm- 100 Mm] , 11 Kv Pin Insulators (Porcelain, 12 Kv, 10 Kn): 3 No Per Pole Structure , Stay Set Complete In All Respect (I/C Stay Clamp) , Stay Wire (7/3.15 Mm) (7.0 Kg Per Stay Set) , Ht Earthing Set Complete , Single Continous Earth Wire (Gi, 8 Swg) {Alongwith 2 Wire Lengths For Avg. One Road Crossing @ 20 M And Additional 3% (Sag, Earthing, Cross Lacing Above Road And Wastage)} @ 0.102 Kg/M , Half Clamps: [On Double Pole Dead End Structure: 4 No; On Run Thro Structure: 2 No ] , Full Clamps: [On Double Pole Dead End Structure: 4 No, Single Pole Run Thro Structure: 2 No] , Danger Plate (250X200x1.6 Mm) , Nuts And Bolts Of Various Sizes (Galvanised / Coated) [Preferably 16 Mm F Or More (With Flat And Spring Washers)] , Aluminium Paint , providing Erection Charges Of S.T Pole 9 Mtr Long , providing Erection Charges Of Aaac 7/3.15 Mm Sq Cond. New , providing Erection Charges Re-Sagging Of Aaac 7/3.15 Mm Sq , providing Erection Charges Of Ht Stay Set , providing Erection Charges Of Ht Earthing Set , providing Transportation Charges Quantities Are Mentioned Above Are Tentative And Actual Quantity Shall Be Worked Out After Check Survey To Be Carried Out By The Successful Tender And Detailed Engineering And Finalization Of Tower Location Chart. Payment Shall Be Made As Per Approved Bill Of Material/Actual Quantities Measured At Site. Amount Of Serviceable ,Dismented Material Will Be Recoverd From The Bill Of Contrector As Current Market Rates.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Himachal Pradesh View Result →
34.
Housing Urban and Rular Development #10729450 Price Bid
Tender for Drilling Of Borewell,Pumpset And Main Pipe Line (L-1560M) At Kalaignar Nagar St Colony In Thervoy Panchayat , Conducting Geophysical Survey And Transportation Charges Etc., , Drilling Of 12 Dia Vertical Borewell So As To Have A Finished Size Of 6 Dia Borewell In Boulder Area To Anyrequired Depth As Decided By The Twad Board Officers Including Transportation From One Place To Anothr Place With In Tamilnadu State By Direct Or Reverse Rotary Mud Circulation Method Using Contractors Rig Tools, Fuel, Labourers, Bentonite Mud And Water Required For Drilling At The Site Shown By The Twad Officers Including Construction Of Mud Pit Etc. Using Only Calyx Rigs.P202(Wd-W0840) 14F , Reaming From 150Mm Dia Pilot Bore To 300Mm Dia Bore Well P197(Wd-W0771)- 8F , Labour Charges For Inserting The Casing Pipe Assembly Slot(Or) Palin Pebbles Packing Charges P201(Wd-W0830 - 13A , Charges For Developing The Bore Well For The Entire Depth With Suitable Air Compressor As Directed By The Departmental Officers Including Conducting Yield Test In The Bore Well P201(Wd-W0833) 13B , Supply And Delivery Of 150Mm Dia Pvc Casing Pipe , A) 150Mm Dia Pvc Plain Casing Pipe (Per Mt) Cs P06(Wd-M0027) -1.1=1 , B) 150Mm Dia Pvc Slot Casing Pipe (Per Mt) Rs P06(Wd-M0029) - 1.1 = 3 , B) 160Mm Dia Pvc End Cap (Per Mt) P10(Wd-M0115) - 11 , Mottor For The Submersible Pumpset Etc.,75X100 P104(Wd-M1629) - 3.1(16 , Labour Charges For Errection The 5Hp Submersible Pumpset P204(Wd-M0871)-17C-I , 3Phase Panel Board P119(Wd-M1912)-11.1-5 , Supply And Delivery Of 4 Sq.Mm P124(Wd-M1975)-12.1-3 , Supply And Delivery Of 50Mm Gi Pipe P27(Wd-M0489)-5.0-6 , Supply And Delivery Of 50Mm Gi Cupling P32(Wd-M0596)-5.1B-3 , Supply And Delivery Of 50Mm Supporting Clamps With Nolt Mut P-32(Wd-M0617)-5.1B-24 , 165Mm Bore Well Cover Market Rate , 50Mm Gi Elbow P-32(Wd-M0594)-5.1B-1 , 50Mm Ci Flange Set With Bolt Nut Washer P-32(Wd-M0597)-5.1B-4 , 50Mm Hex Nipple P-32(Wd-M0599)-5.1B-6 , 63Mm Pvc Thered Adeptor P210(Wd-M0114)-1.5-10 , 90X63 Pvc Reducer P08(Wd-M0079)-1.4-3 , 50Mm Gm Gate Value P-33(Wd-M0618)-5.2-1 , Supply And Delivery Of Ms Kiosk Of Size 0.75Mx0.45X0.75M Made Up Of Ms Angle Of Size 50Mmx50mmx4mm Alround Covered With 16 Gauge Ms Sheet And Kiosk Door Made Up Of Ms Plates Of Size 25Mmx3mm Including Cutting,Welding,Grinding,Locking Arrangements And Labour Charges Etc,..Completed. P91(Wd-M1471)-18.0-1 , Laying Of Lt Cable Weir 4 Sq.Mm P-125(Wd-M1984)-12.2-1 , Supply,Delivery, Laying And Jointing Of 90Mm Od Pvc 4Ksc Pipe Inlcuding Earth Work Excavation In All Strata Soil, Refilling And Hydraulic Testing, Adopting Standard Specification And As Directed By Twad Board Officer. , 90Mm Pvc Bend P10-Sor -2024-2025-Wd-M0107 , 90Mm Pvc Tee P10-Sor -2024-2025-Wd-M0113 , 90Mm Pvc Elbow P10-Sor -2024-2025-Wd-M0112 , 90Mm Pvc Threaded P10-Sor -2024-2025-Wd-M0114 , 90Mm Pvc End Cap P10-Sor -2024-2025-Wd-M0115 , 80Mm Gm Gate Valve P33-Sor -2024-2025-Wd-M0618 , Provision For Name Board Charges , Gst Amount For Providing Service To Government Contract Works For The Above Construction & Maintenance Works. { Gst Amount Is The Total Gst Amount For Overall Quoted Amount (Both Construction And Maintenance) Above This Row In Column Bb For All Works In This Package} (Refer Clause 13.2 & 13.3 Of Section 2 Of Instruction To Bidders (Itb) Of Sbd)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Tamil Nadu View Result →
35.
Housing Urban and Rular Development #10690005 Price Bid
Construction Of Road, Laying Of Water Supply And Sewerage Line In Newly Carved Out Pocket ( 2 Nos ) In Sector-10 Gurugram.” Topographical Survey &Leveling In Auto Market Sector-10 Gurugram
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Haryana View Result →
36.
Educational and Research Institute #10656078 Price Bid
Selection Of Agency ( S ) For Conducting Job Market & Skill Gap Survey, Youth Aspiration Survey And Preparation Of Skill Policy For Jammu & Kashmir
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Jammu And Kashmir View Result →
37.
Defence #10651593 Price Bid
Construction Of Permanent Infrastructures Including Development Work At Bop Balberia, Semharwa And Majhghgawan Of 50Th Bn Ssb Utraula ( Up ) ( Sh-Architect & Engineering Consultancy Services ) . 1 Carrying Out Topographical Survey And Providing Contour Map And Lay Out Plan Of Bop. Bop Balberia, Semharwa And Majhghgawan 2 Conducting Standard Penetration Test At The Site At An Interval Of 1.5 Meter As Per Is : 2131-1981 In 6 Dia Bore Hole Including Collection Of Disturbed Soil Samples At 1.5 Meter . Intervals And Undisturbed Soil Samples At 2.5 Meter Intervals And Their Complete Laboratory Testing As Per Indian Standard For Classification Of Soil And Determination Of Various Index And Engineering Properties Of Soil To Base The Allowable Bearing Capacity On Shear As Well As On Settlement Considerations Cost Of All Operations, Including Lab Charges, Labour, T&P, Transportation Of Equipment’S Upto Site Of Work And Back, Preparing And Submitting Test Report In 04 ( Four ) Copies In A-4 Size Paper Including Bearing Capacity For Buildings Etc All Complete As Per Direction Of Engineer-In-Charge. Bop Balberia, Semharwa And Majhghgawan 3 Providing Architectural Drawings Of Permanent Structures Of Bop Building Including Boundary Wall, Services Etc As Per Direction / Consultation With Engineer-In-Charge Of The Works ( 04 Copies ) . Bop Balberia, Semharwa And Majhghgawan 4 Providing Structural Design And Working Drawings Of All Components Of Bop Building Including Boundary Wall Etc As Per Direction / Consultation With Engineer-In-Charge ( 04 Copies ) .Bop Balberia, Semharwa And Majhghgawan 5 Preparation Of Detailed Estimate And Abstract Of Cost On The Basis Of Latest Delhi Schedule Rate Civil, Electrical & Horticulture And Analysed Item From Market For Construction Of Modern Building Design.Bop Balberia, Semharwa And Majhghgawan
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
Uttar Pradesh View Result →
38.
Housing Urban and Rular Development #10547255 Price Bid
M/T And Upgradation And Construction Sh Prepration Of Dpr And Cbr Tests Prepration Of Technical Sanction, Working Estimat, Dnit, And Structural Design Of Foundation, Sub Structure , Super Structure And Proof Checking Of Detailed Design And Structure Drawings Of 30 Mtr Psc Grider Bridge. , Prepration Of Detailed Project Report Which Include Following Provision As Mentioned Below: A) Topography Survey By Digital Total Station With Two Second Accuracy, Showing All Features On Survey Plan Like Trees, Culvert, Bridge, Electric Pole, Telephone Poles, Hand Pumps, School, Habitant Villages. B) Draw Cross Section At 15 M (Fifteen Meter) Interval, L-Section & Calculate The Quantity Of Earth Work In Standart Format Of Autocad Showing All Layer Of Pavement Components As Applicable. C) Prepration Of Survey Plan Showing All Provision And Preparation Of Detailed Project Report As Per Mord Guidelines. , Cbr Test Including Grain Size Analysis, Atterbergs Limit, Proctor Compaction And Cbr Value , Preparation Of Detailed Estimate Of Bridge As Per Analyised Rates.Printing Approved 3 Set And Submitting The Same To The Divisional Office. Same Aproved From Higher Office , Prepration Of Technical Sanction. The Work Will We Carried In Accordance With Latest Desgin Specfication, Latest Market Rate And To Satisfaction Of Engineer -In - Charge. Printing Two Set Complete In All Respect And Submitting The Same To Division Office And There After Approval From Competent Authority , Prepration Of Working Estimate. The Work Will We Carried In Accordance With Latest Desgin Specfication, Latest Market Rate And To Satisfaction Of Engineer -In - Charge.Printing Two Set Complete In All Respect And Submitting The Same To Division Office And There After Approval From Competent Authority , Prepration Of Dnit. The Work Will We Carried In Accordance With Latest Market Rate And To Satisfaction Of Engineer -In - Charge. Printing Two Set Complete In All Respect And Submitting The Same To Division Office And There After Approval From Competent , Structural Design Of Foundation, Sub Structure & Super Structure As Per Latest Design Codes And Preparation Of Working Drawings Of Foundation, Sub Structure & Super Structure. The Work Will We Carried In Accordance With Latest Design Specifications And To The Satisfaction Of Engineer-In-Charge , Proof Checking Of Detailed Design, Structural Drawings Of 30 Mtr Span Rcc T-Beam Bridge From Competent Authority Such As Iit,Nit Or Pec In All Respects And Submitting The Same To Higher Office For Approval.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Himachal Pradesh View Result →
West Bengal View Result →
40.
Drinking Water Supply and Sanitation #10509866 Price Bid
Tender For Construction Of Daily Market At Ward No.D Survey No.2.1 At Krishnagiri Municipality
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Tamil Nadu View Result →
41.
Public Administrative Department #10499676 Price Bid
Barbed Wire Fencing With Rcc Posts 1.55Mtr Above Gl In Land Bearing Survey No. 1/1/14 For Construction Of E-National Agricultural Market At Attam Pahad Under Cdi, Apwd, Port Blair.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 6
Andaman And Nicobar Islands View Result →
42.
Public Administrative Department #10244510 Price Bid
Improvement To Palika Dham Housing Complex, Gole Market, New Delhi. Hiring Of Consultant For Conducting Detailed Survey/ Structural Audit Of Palika Dham Housing Complex
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Delhi View Result →
Madhya Pradesh View Result →
44.
Public Administrative Department #10082610 Price Bid
Construction Of Daily Market Near Bus Stand Ward No 10 Survey No 1370 And 1270 Block No A In Sholingur Market
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Tamil Nadu View Result →
45.
Power #10057984 Price Bid
Supply of material, design, erection, testing, commissioning for 11/0.4 KV 63 KVA S/Stn. a/w 11 KV HT & LT line for Prov. SOP to Tube Wellnear Cremation Ground Baldhar/Jassour in Electrical Section L-Iunder Electrical Sub-Division HPSEBL Nagrota Bagwan.Sub-Head: Supply of material, design, erection, testing, commissioning for providing 3-phase L.T cable from existing 11/0.4 KV 250 KVA S/Stn Tharu in (E) section Local-I UESD Nagrota Bagwan-Prov. S/T pole 9 Mtr Long 2 Prov. Muffs with concerete filling 3 Prov.LT Stay Set 4 Prov. Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set) 5 Prov. LT AB cable (3x120+95sqmm) 6 Prov. Anchoring Assembly 7 Prov. Suspension Assembly 8 Prov. Facade Hooks 9 Prov. Aluminium paint 10 Erection chargesof S.T Pole 11 rection chargesofLT Stay Set 12 Sagging of AB Cable 13 Transportation charges to complete the job 14 Quantities are mentioned above are tentative and Actual Quantity shall be worked out after Check Survey to be carried out by the successful Tender and detailed Engineering and finalization of Tower location Chart.Payment shall be made as per Approved Bill of Material/Actual Quantities measured at site. Amount of serviceable ,dismented material will be recoverd from the bill of contrector as current market rates.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Himachal Pradesh View Result →
46.
Tourism #10027930 AOC
Proposed Conservation And Repair Work To Naroshankar Temple, At.Panchvati,Tq.Dist.Nashik - Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete.SSR 2022-23 Page No.157 Item No. 21.34 2 Removal of plants / ficus grown by pulling out root system embedded in masnory, cutting stem and application of high/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide Glycel(iso proplamine salt of glyphosate) or other chemical as specified by the Engineer incharge etc. complete.SSR 2022-23 Page No.301 Item No. 46.58 3 Removing old paint from steel and other metal surfaces and making the surfaces even with hand scrapping, scaffolding etc. complete. SSR 2022-23Page No. 224 Item No. 35.18 4 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete SSR 2022-23Page No. 297 Item No. 46.19 5 Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete S.S.R. 2022 - 23 Page No.296,Item No.46.12 6 Removing brick bat coba including stacking the spoils as directed with all leads,lifts etc, complete. SSR 2022-23Page No.296 Item No.46.14 7 Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete.S.S.R. 2022 - 23 Page No.211,Item No.32.33 8 Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etcS.S.R. 2022 - 23 Page No.296,Item No.46.09 9 Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete S.S.R. 2022 - 23 Page No.296,Item No.46.15 10 Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directedinthe compound including scaffolding etc. complete.S.S.R. 2022 - 23 Page No.235,Item No.38.26 11 Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.SSR 2022-23Page No.297 Item No.46.29 12 Removing wooden or A.C.partition including frame work and stack-ing the materials as with all leads, lifts etc. complete.SSR 2022-23Page No.296 Item No.46.17 13 Dismantling flat wooden orA.C. Sheet ceiling with framework including stacking the materials as directed with all leads, lifts etc. complete..SSR 2022-23Page No.296 Item No.46.06 14 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.SSR 2022-23Page No.299 Item No.46.42 15 Providing and fixing Jute Kantan (Tarat) screen to the scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete.SSR 2022-23Page No.298 Item No.46.38 16 Specialised Stone cleaning to remove oil or emulsion paint,stains or dark patches,layers of impervious coatings,cementious layers,rust stains from surface of stone with chemicals ,thinners,solvents or soft teepol type soap solution or by pressure jet machine (As specified by consulting architect),A gentle use of air abrasive tools may be permitted as long as no damage to the original surface is ensured.it may include usage of mechanical tapping ,chemical surfactant or solvant,patent cleaning product or use of pressurised micro abrasive as necessary.test patches would need to be undertaken to asses efficeincy of technique prior to work.Removal to be followed by water washing.The surface shall finally be cleaned by hand rubbing and rinsing with clean water to obtain nearly original surface,colour and textureNON SSR R.A.34 17 Gently cleaning the surface of stone masonary with specialised water misting technique employing air water jet usinga fine nossle sprinkling system calibrated to sprey fine mist along the stone surface without over wetting followed up by gentle brushing with soft nylon brushesand removing dirt,dist,bird dropping,grease,oil,algae,fungus,monkey beats,vegetable growth,etc as specified.gentle surface cleaning using water misting and mild pH balanced surfactants as specified for indicated areas to remove the surface dirt,grit accretion by means of water misting and cleaning etc.complete as directed by engineer in chargeBMC -USOR-R3-CS-CH-1,2023 18 Removing pointing and other epoxy-based hard material from joints and surface area of Basalt stone masonary manually with chisel and hammer or with the help of electric grinders wherever directed by Engineer In charge. Proper care should be taken not to damage the stone during removal. 19 Numbering the monument elements in proper order before lowering down with approved colour and shade as directed by Engineer in-charge, including ladder, scaffolding etc.complete.NON SSR R.A No.203 20 Lowering down carefully existing stone masonry of the monument manually in proper order including shifting the stone elements up to a distance of 50 meter beyond the monument area and stacking them as directed by Engineer in-charge, removing building rubbish and cleaning the site etc. complete .NON SSR R.A No.204 21 Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwisespecified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sandshall not be ground fine but sand should be finer, the joints of the pointed work shall be neatlydefined by the pointing, the lines shall be regular and uniform in breadth and the joints shall beraised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple(Belfruit) per cubic metre of lime mortar as a bonding material, watering and all work whenhanded over to be perfectly clean and free from all mortar stains etc. complete Non - S.S.R. Item From Rate Analysis No. 136 of Deapartment Rate Abstract 22 Providing Lime Pointing to brick work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwise specified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sand shall not be ground fine but sand should be finer, the joints of the pointed work shall be neatly defined by the pointing, the lines shall be regular and uniform in breadth and the joints shall be raised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple (Belfruit) per cubic metre of lime mortar as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete.Non - S.S.R.Item From Rate Analysis No. 138 of Deapartment Rate Abstract 23 Providing injection grouting with lime and fine screened sand slurry in proporation of (1 : 1) with a proper jet pump pressure including cleaning and washing and packing the existing crack / holes in the brick or stone masnory with lime and finesand paste in proporation of (1:1) properly from down side, filling the slurry in cracks or holes including all necessary actions and required tools and machineries, scaffolding, curing etc. complete. for soil stabilizationNon S.S.R. 24 Excavation for foundation in earth, soils of all types sand, gravel and soft murum,Including removing the excavated matreial upto a distance of 50 M beyond the building area stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling ,ramming, watering Including shoring and strutting etc.complete ( Lift upto 1.50m ) SSR 2022-23Page No.153 Item No. 21.01(By manual Means) 25 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. SSR 2022-23Page No.157 Item No. 21.40 26 Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.SSR 2022-23Page No.346 Item No. 50.60 27 Providing and laying cast in situ 1:2:4 Lime Concrete of Trap stone metal for foundation and bedding as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer, bailing out water, watering etc. complete.NON SSR R.A. No. 4 28 Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:1½, in foundation and plinth as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, bailing out water, watering and all exposed masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete..(NON SSR R.A No.87) 29 Providing Block In Course Masonry of trap / granite stones in lime mortar 1:1½ with size of stone 0.60m. x 0.45m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the face of stones shall be rough-tooled, rustic (with or without chisel draft, except at quoins), or chamfered as specified, the beds and joints of all ashlar stones to be dressed perfectly true, square and full, headers shall not be less in length than breadth of ashlar stone plus 45 cm. (1ꞌ6″), the stones shall be set in mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 17.5 cm. (7″) in height, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.NON SSR 39 30 Providing/Re-setting Stone Paving, Second Sort of reuse-stones in lime mortar 1:1½, per detailed specifications and drawings or as directed including the joints running true, the stones to be laid with joints not exceeding 8 mm. (5/16″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to beperfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.152 31 Providing and fixing Stone Paving, SecondSort in lime 1:1/2 mortar, with average size of stone 0.45 m. x 0.30 m. x 0.15m. as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stonestobelaidwithjointsnotexceeding 6mm.(¼″)thick andtobe evenlyandfirmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete.flooring for ghat and parking NON SSR R.A. No.151 32 Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone 0.45 m. x 0.30 m. x 0.15 m., as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stones to be laid with joints not exceeding 6 mm. (¼″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.149 33 Providing/Re-setting Ashlar Rough tooled Masonry of reuse-stones in lime mortar 1:1 in superstructure as per detailed specifications and drawings or as directed including the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A No.16 34 Providing Ashlar Rough Tooled Masonry of trap / granite stones in lime mortar 1:1 with size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No15 35 Providing/Re-setting Ashlar Fine Masonry of reuse-stones in lime mortar 1:1 in superstructure as per detailed specifications and drawings or as directed including the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A No.12 36 Providing Ashlar FineMasonry of trap / granite stones in lime mortar 1:1 with size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No11 37 Providing/Re-setting Ashlar Fine Stone Steps of reuse-stones in lime mortar 1:1 as per detailed specifications and drawings or as directed including each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A No.62 38 Providing Ashlar Fine Stone Steps of trap / granite stones in lime mortar 1:1with size of stone 0.6m. x 0.400 m. x 0.220 m. as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stones shall be of exact size and shape, the shall be fine dressed on exposed surface, holes for balusters should be cut in the steps before they are laid, each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.61 39 Providing Ashlar Fine Masonry of trap / granite stones for GAUMUKH in lime mortar 1:1 with average size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 40 Providing Ashlar Fine Masonry of trap / granite stones for TADKHADA(BASESTONE) in lime mortar 1:1 with average size of stone 0.60 m. x 0.60 m. x 0.60 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 41 Providing Ashlar Fine Masonry of trap / granite stones for Columns/Ganesh Patti/Lintel/Chandrashila/Ardha-Chandrashila in lime mortar 1:1 with average size of stone 0.6 m. x 0.6 m. x 2.70 m in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 11 42 Providing Ashlar Fine Masonry of trap / granite stones for Beams/Ganesh Patti/Lintel/Chandrashila/Ardha-Chandrashila in lime mortar 1:1 with average size of stone 0.51 m. x 0.51 m. x 2.70 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 43 Providing Ashlar Fine Masonry of trap / granite stones for CIRCULAR BRACKET in lime mortar 1:1 with average size of stone 0.70m. x 0.70 m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 44 Providing Ashlar Fine Masonry of trap / granite stones for FOURWAY BRACKET/RECTANGULAR BRACKET in lime mortar 1:1 with average size of stone 0.70m. x 0.70 m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 45 Providing Ashlar Fine Masonry of trap / granite stones for KARNSHILA CAP,KARNSHILA STONES in lime mortar 1:1 with average size of stone 1.85m. x 0.90m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 46 Providing Ashlar Fine Masonry of trap / granite stones for SLAB in lime mortar 1:1 with average size of stone 0.6m. x 0.60 m. x 0.508 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 47 Providing Ashlar Fine Masonry of trap / granite stones for CHAJJA STONES in lime mortar 1:1 with average size of stone 0.9m. x 0.60m. x 0.216 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 48 Providing Ashlar Fine Masonry of trap / granite stones for KAKSHASHAN in lime mortar 1:1 with average size of stone1.85m. x 0.90m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 49 Providing Ashlar Fine Masonry of trap / granite stones for Galtha in lime mortar 1:1 with average size of stone 0.70m. x 0.70m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. completeFor Stone curved shape chajjafor Temple. NON SSR 11 50 Providing Ashlar Fine Masonry of trap / granite stones for Parapet in lime mortar 1:1 with average size of stone 0.60m. x 0.45m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. completeFor Stone curved shape chajjafor Temple. NON SSR 11 51 Providing Ashlar Fine Masonry of trap / granite stones for Shikhar Urshringe block in lime mortar 1:1 with average size of stone 0.40m. x 0.40m. x 0.81 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. completeFor Stone curved shape chajjafor Temple. NON SSR 11 52 Providing Ashlar Arching of trap / granite stones in lime mortar 1:1, with size of stone 60 cm. x 45 cm. x 30 cm. as per detailed specifications and drawings or as directed including the arch stones be of approved quality, colour, hard and free from defect of any kind, the arch stones in all cases of the entire thickness, the arch stones shall be dressed full and true to their proper shapes with the necessary summering, twist or winding and be set in fine mortar, the intrados, joints and beds to fair tooled and left full, the cast or keying course to be accurately fitted, at all horizontal joints the intrados to have a 2 cm. (¾″) chamfer, the face stone may be tooled or rock-faced with or without chamfer as directed, in arches up to 60 cm. (2ꞌ) in depth all stones shall be of the full thickness of the ring, arches to be built on proper centring, the bed joints shall be radial and the side joints shall be at right angles to the bed joints and the thickness of the joints shall not exceed 5 mm. (3/16″) preparing the lime mortar in lime miller, cantering/scaffolding, watering and all archwork when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No125 53 Providing Brick Arching Second Class of second class bricks of size 9″ x 4½″ x 2½″ in lime mortar 1:1½ as per detailed specifications and drawings or as directed including the bricks to be of uniform size, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks to be laid in concentric half-brick ring, the joints are to be properly summered and not to exceed 17 mm. (⅔″) in thickness, the joints to be truly radial to the curve at all points, great care to be taken that the rings are bonded together properly,whenever the joints of any of the rings come to a summering or plane face, all arches to be turned on centrings, preparing the lime mortar in lime miller, cantering/scaffolding, watering and all arch work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 133 54 Providing Brick Masonry Second Class in superstructure with size of brick9″ x 4½″ x 2½″ in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded ground, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in suchbond as directed, as far as possible, bricks of uniform colour are to be selected for theface work when it is not to be plastered, the joints are not to exceed12.5 mm. (½″), no bats or half brick to be usedin the work, racking out joints where pointing or plastering tobe done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 119 55 Carving ornamental work including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete. The charges for chisscling & dressing on stone surface for govering at the stone surface after chisling a fine surface rate for as per market rate. 56 Caving ornamental work on surface including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete.The charges for chiseling & dressing on stone surface for ornamental carving work surface etc. as per existing design. pattern and form as directed by engineer in chargeRates as per R.A. No. 29 57 Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete.For Lowering Down NONSSR206 58 Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete.For Restoring NONSSR206 59 Providing and laying cast in situ 1:1:4 Lime Concrete of broken brick metal for coping or waterproofing as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate or surkhi in drum mixer, the concrete must be bitten for two days with pouring water as per specifications, scaffolding, watering and all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete. NON S.S.R. R.A.6 60 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete SSR 2022 - 23Page No.245 Item No.39.01 61 Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete SSR 2022 - 23Page No.246 Item No.39.08 62 Providing and applying melamine polish of required finish to the wood work byspray machine including knotting and preparing the even surface by scraping,applying French polish , scaffolding if required etc. complete.Note:The work to be executed on prior approval of Superintending Engineer will be necessary.SSR 2022 - 23Page No.222 Item No.34.09 63 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt.SSR 2022 - 23Page No.294 Item No.44.10 64 Providing12 mm. thick Rough Cast Lime Plaster and 10 mm thick in doublecoat in lime mortar 1:1/2 and 1:1(22 mm) lime putty fine coat on last layer in plinth, as perdetailedspecificationsanddrawingsorasdirectedincludingalljointsinmasonryandbrick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water andthoroughlywettedforsixhoursbeforeplastering,theplastertobeappliedinanevenand uniform coat well pressed in to the joints and to be well beaten for 1½ days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 jaggary and 640grampulpofwoodapple(Belfruit)in90to135litreofwater,theplasterbeingwetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or tag ) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, watering and allwork when handed over to be perfectly clean and free from all mortar stains etc. complete.NONSSR RA142 65 Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design.NON SSR 2022 - 23 66 Providing and applying integral fine coat, with addition of colour pigments, as paint to the plainlime stucco plaster in 2 layers, including scaffolding, curing, all leads and lifts, etc. complete. 1) The first coat to be laid is a mixture of fine lime and white washing lime in proportion of 2:1,made smooth with wooden rubbers and very lightly beaten. 2)The finishing coat consisting of fine lime, white washing lime, mixed with the appropriate pigment in 1:2:1 proportion is to be applied and well polished with trowels. .NON SSR 2022 - 23 67 Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in- charge, of approved brand and manufacture, diluted withsolventmineral Turpentineoil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sandstonemasonry surfacewith two or more coats to give uniform application of chemical onthe surface, all completeas per direction of Engineer-In-charge (The rate is inclusive of allmaterials& labours involved except scaffolding).Non - S.S.R. 68 Disposing of dismantling materials of R.C.C./ stone / brick masonry / derbies, excavated material / soil / murum / rubbish material or vegetation / grass / shrubs etc., from work site beyond the 5km. SSR 2023-24STATEMENT C1 PG NO.459 69 Providing and fixing of retro-reflectorised informatory sign board rectangular /Square in shape having area greater than 0.9 square meter made out of 2mm aluminum sheet bonded withwhite retroreflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive / heat activated adhesive retoreflective specified background, border and backside reto reflctive symbols,letters, numerals, arrowasper IRC:67-2012TableNo8.3, supported with back support frame25mmx25mmx3mm,duly painted on back side with two coats of grey stove enamel paint and supported on one Number mild steel angle iron post 75mmx75mmx6mm,3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm,60cm below ground level asper approveddrawingTheangle ironpost shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete. The nut bolts of board with angle iron post / supportingstructureafter fixingat sitehas tobeelectrically welded.ClassB(TypeIVHighintensitymicro-prismaticgrade sheeting-HIP) sheeting shall have7 yearswrittenwarranty fromthemanufacturerandauthoriseddistributor / convertor issued for field performance including the screen printed areasandcut-out sheetingandcut-out durable transparent overlay film and this warrantySSR 2022 - 23Page No.58 Item No.6.34 70 Providing and fixing Required Size Granite plate engraving 10 cm. Height letter, figures including painting the lefters/figures with approved colour and shade complete SSR 2022-23Page No.294 Item No.44.12 71 Public Seating Chair. - 3 Seater Providing and Fixing 3seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish.SSR 2022-23Page No.359 Item No.51.44 72 Supplying and erecting Solar Street Light Non SSR 73 Preparing and carrying out videography, Documentary & Shooting of still photographs of Extra copies - 5 X 7 Sizeoutdoor and indoor of roads, bridges, other structures and programme, including preliminarys survey, still shots moving shooting, necessary board for video shooting hiring of vehicle, equipment for video shoot­ing, transportation of all equipment, persons, required for shooting, lighting arrangement as may be necessary, editing, mixing, titling, lettering, sounding including cost of coloured cassette of approved quality etc. completeNON SSR 74 Book Designing, Publishing and Printing: The work involves printing of a book / guidebook on the fort / monuments and its various aspects, which would provide authentic and precise tourism oriented information. This work involves important photographsof the site, art objects, antiquities, inscriptions etc., which would be useful for educating the masses of the rich cultural heritage of the site, region and state. providing 100 pages coloured books as directed by engineer in charge / ADA Non SSR 75 Preparation of Photogrammetric and LiDAR Survey Plan of the Monuments/Sites to delineate Protected & Controlled Areas. Scope Photogrammetry, LiDAR, UAV/drone-based surveying, geo-tagging monuments. Non SSR 76 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New AlignmentSSR 2022-23 Page No.17 Item No. 1.41
Contract Date: Apr 20, 2026 Contract Value : ₹ 2.89 Crore
Government Departments No of Bidders 2
Maharashtra View Result →
47.
Tourism #10023425 AOC
Proposed Conservation And Repair Work To Ajagareshwar Baba Samadhi Temple, Tq.Dist.Nashik- 1 Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete. 2 Providing and fixing double scaffolding system(cuplock type)on the exterior sideo f building/structure, including additional rows of scaffolding instepped manneras per requirement of site, madewith40mmdiaM.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes,M.S.tube challis,M.S.clampsandstaircasesysteminthescaffoldingforworkingplatformetc.and maintaining it inaserviceable condition for execution of work of cleaning and/or pointing and/orapplying chemical and removing itthereafter. Thes caffolding systemshallbestiffened withbracings,runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. 3 Providing and fixing Jute Kantan (Tarat) screen to the scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete.SSR 2022-23Page No.298 Item No.46.38 4 Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete.S.S.R. 2022 - 23 Page No.211,Item No.32.33 5 Removing pointing and other epoxy-based hard material from joints and surface area of Basalt stone masonary manually with chisel and hammer or with the help of electric grinders wherever directed by Engineer In charge. Proper care should be taken not to damage the stone during removal. 6 Removing and resetting Mangalore tiles from roof including refixing loose battens etc. complete. S.S.R. 2022 - 23 Page No.235,Item No.38.24 7 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete 8 Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. 9 Removing rafters from roof including the materials as directed with all leads, lifts etc. complete. 10 Removing planking from roof or ceiling and stacking them as directed with all leads and lifts etc. complete 11 RemovingG.I.orA.C.sheetroofingincluding purlins,principal raftersetc. includingsorting serviceableand unserviceable materials, stacking the same as and where directed inthe compoundincluding scaffoldingetc.complete. 12 Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. 13 Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc. 14 Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts etc. 15 Numbering the monument elements in proper order before lowering down with approved colour and shade as directed by Engineer in-charge, including ladder, scaffolding etc.complete.NON SSR R.A No.203 16 Lowering down carefully existing stone masonry of the monument manually in proper order including shifting the stone elements up to a distance of 50 meter beyond the monument area and stacking them as directed by Engineer in-charge, removing building rubbish and cleaning the site etc. complete .NON SSR R.A No.204 17 Specialised Stone cleaning to remove oil or emulsion paint,stains or dark patches,layers of impervious coatings,cementious layers,rust stains from surface of stone with chemicals ,thinners,solvents or soft teepol type soap solution or by pressure jet machine (As specified by consulting architect),A gentle use of air abrasive tools may be permitted as long as no damage to the original surface is ensured.it may include usage of mechanical tapping ,chemical surfactant or solvant,patent cleaning product or use of pressurised micro abrasive as necessary.test patches would need to be undertaken to asses efficeincy of technique prior to work.Removal to be followed by water washing.The surface shall finally be cleaned by hand rubbing and rinsing with clean water to obtain nearly original surface,colour and textureNON SSR R.A.34 18 Excavationforfoundationinearth,soilsofalltypessand,gravelandsoft murum,Includingremovingthe excavatedmatreialuptoadistanceof50Mbeyondthebuildingareastackingandspreadingasdirected, dewatering,preparingthebedforthefoundationandnecessarybackfilling,ramming,wateringIncluding shoring and strutting etc.complete ( Lift upto 1.50m )by manual means 19 Filling in plinth and floors with approved excavated material in 15cm. To 20cm.Layers including watering and compacting etc. complete. 20 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. SSR 2022-23Page No.157 Item No. 21.40 21 Providing and laying cast in situ 1:2:4 Lime Concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding as per detailed specifications and drawings or as directed including bailing out water, centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer as per specifications including bailing out water, watering etc. complete. 22 Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:1½, in foundation and plinth as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking offweak corners and edges with the masons hammer,the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering tobe done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, bailing out water, watering and all exposed masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 23 Providingandfixing StonePaving, First Sortinlimemortar1:1,withsizeof stone0.45 mtx 0.30mt.x0.15 mt.,asperdetailedspecificationsanddrawingsorasdirectedincludingallstoneslabstoof approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stones to be laid with joints not exceeding6 mm.(¼″)thickandtobeevenlyandfirmlybeddedflushinmortarontheconcreteandno hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. 24 Providing and fixing Stone Paving, SecondSort in lime 1:1/2 mortar, with average size of stone 0.45 m. x 0.30 m. x 0.15m. as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stonestobelaidwithjointsnotexceeding 6mm.(¼″)thick andtobe evenlyandfirmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete.flooring for ghat and parking NON SSR R.A. No.151 25 Providing/Re-setting Ashlar Fine Stone Steps of reuse-stones in lime mortar 1:1 as per detailed specifications and drawings or as directed including each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A No.62 26 Providing Ashlar Fine Stone Steps of trap / granite stones in lime mortar 1:1with size of stone 0.6m. x 0.400 m. x 0.220 m. as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stones shall be of exact size and shape, the shall be fine dressed on exposed surface, holes for balusters should be cut in the steps before they are laid, each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.61 27 Providing Ashlar Rough Tooled Masonry of trap / granite stones in lime mortar 1:1 with size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No15 28 Providing/Re-setting Ashlar Fine Masonry of reuse-stones in lime mortar 1:1 in superstructure as per detailed specifications and drawings or as directed including the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A No.12 29 Providing Ashlar Fine Masonry of trap / granite stones for Galtha in lime mortar 1:1 with average size of stone 0.30m. x 0.70m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. completeFor Stone curved shape chajjafor Temple. NON SSR 11 30 Providing Ashlar Fine Masonry of trap / granite stones for BRACKET in lime mortar 1:1 with average size of stone 0.70 m. x 0.70 m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 31 Providing Ashlar Fine Masonry of trap / granite stones for Parapet in lime mortar 1:1 with average size of stone 0.60 m. x 0.60 m. x 0.45 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 32 Providing Semi-circular Coping Cut-stone Second Sort, 22.5 cm. (9″) height and 52.5 cm. (1ꞌ9″) wide of trap / granite stones in lime mortar 1:1½ with size of stone0.762 m. x 0.560m. x 0.2 m. as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, the stone shall be dressed full or to template, exposed face of the stones shall be fine rough tooled, semi-circular and all joints shall be in line and close and not more than 3 mm. (⅛″) thick, preparing the lime mortar in lime miller, scaffolding, watering and all coping work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 59 33 Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete. For Lowering Down 34 Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete.For Restoring 35 Providing Brick Masonry Second Class in superstructure of first quality bricks of size 9″ x 4½″ x 2½″ in lime mortar 1:1½,asperdetailedspecificationsanddrawingsorasdirectedincludingthebrickstobeofuniformsize, moulded on tables, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in such bond as directed, as far as possible, bricks of uniform colour are to be selected for the face work when it is not to be plastered, the joints arenot toexceed9.5 mm.(⅜″), nobats or half brick tobe usedin thework, rackingout joints where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparingthe lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 36 Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwise specified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sand shall not be ground fine but sand should be finer, the joints of the pointed work shall be neatly defined by the pointing, the lines shall be regular and uniform in breadth and the joints shall be raised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple (Belfruit) per cubic metre of lime mortar as a bonding material, scaffolding, watering andall workwhenhandedover tobeperfectlycleanandfreefromallmortar stainsetc.complete. 37 Carving ornamental work including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete. The charges for chisscling & dressing on stone surface for govering at the stone surface after chisling a fine surface rate for as per market rate. 38 Caving ornamental work on surface including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete.The charges for chiseling & dressing on stone surface for ornamental carving work surface etc. as per existing design. pattern and form as directed by engineer in charge Rates as per R.A. No. 29 39 Providing 12mm thick Rough Cast lime Plaster in single coat in lime mortar1.50:1 insuperstructure as per detailedspecifications anddrawings or as directedincludingall joints inmasonaryandbrickwork are tobe racked out to a depth of at atleast 20 mm and the wall to be washed with fresh water and thoroughly wetted for six hours before plastering,the plaster to be applied in an even and uniform coat well pressed in to the joints andtobewellbeatenfor11/2dayswithhandtappers,theplastershouldalsobewellsprinkleduringthe process of beating with mixture 1.10 kg jaggeryand 640 gram pulp of wood apple (Belfruit) in 90 to 135 litre of water the plaster being wetted occasionally with fresh water while beating is in progress all exposed angles and drawn neat clean and level soffits of arches must true arch of circle preparing the lime mortor in lime miller with 1.60 kg gugal (a king of fragnent gum) and 960 gram chopped hemp (fibre of bhendi or tag)per cubic meter of lime mortar as bonding material,of lime as a bonding material ,scaffolding watering and all work when handed over to be perfectely clean and free from all mortar stains etc complete 40 Providing10mm.thickRoughCastLimePlasterinsinglecoatinlimemortar1:1insuperstructure,asper detailedspecificationsanddrawingsorasdirectedincludingalljointsinmasonryandbrickworkaretobe racked out to a depth of at least 20 mm. and the wall to be washed with fresh water and thoroughly wetted for six hours before plastering, the plaster to be applied in an even and uniform coat well pressed in to the joints and to be well beaten for 1½ days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 kg Jaggary and 640 gram pulp of wood apple (Belfruit) in90 to135 litreof water, the plaster being wetted occasionally with fresh water while the beating is in progress, all exposed angles andjunctionswithdoorframetobecarefullyfinished,allmouldingsshallbeworkedtruetotemplateand drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with1.60 kgGugal (akindof fragrant gum) and960 gramchoppedhemp(fibreof bhendior jute) percubic metre of lime mortar as a bonding material, of lime as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. 41 ProvidingFineCoatoflimeoverroughCastPlasterinsuperstructureasperdetailedspecificationsand drawings or as directed including all finishing Coat is to be applied overrough Cast Plaste and well polished with trowel,preparing lime mortar,Scaffolding,and watering complete 42 Providing and grouting the holes with Lime and Fine Screened Sand Slurry in proportion of (1:1)with proper jet pressure including Cleaning and Washing and Packing the existing Crack/Holes in the Brick or Stone masonary with lime and finesand paste in proportion of (1:1) properly from downside,filling the slurry in cracks or holes including all necesarry actions and required tools and machinaries,Scaffolding,Curing etc Complete. 43 Providing Ashlar Fine Masonry of trap / granite stones for TADKHADA(BASESTONE) in lime mortar 1:1 with average size of stone 0.60 m. x 0.60 m. x 0.60 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. completeFor Stone curved shape chajja for Temple. NON SSR 11 44 Providing and fixing First Quality Indian T.W Column of size 0.24 m x 0.24m x 2.20 m for roofing/ floor including carving as per drawing or as directed and scaffolding if necessary etc. complete.It is mandatory to use first quality well seasoned Indian Teak Wood from Forest Departments FDCML 45 Providing and fixing First Quality Indian T.W beams and truss parts of size 0.240 m x 0.280 m x 2.20 m for roofing/ floorincluding scaffolding if necessary etc. complete.It is mandatory to use first quality well seasoned Indian Teak Wood from Forest Departments FDCML 46 Providing and fixing First Quality Indian T.W Purlin and Rafter of size 0.150m x 0.150m x 4.25 m for roofing/ floorincluding scaffolding if necessary etc. complete.It is mandatory to use first quality well seasoned Indian Teak Wood from Forest Departments FDCML 47 Providing and fixing Burma T.W Inclined support part of Truss of size 0.15 m x 0.15 m x 2.5 m for roofing/ floorincluding scaffolding if necessary etc. complete.It is mandatory to use first quality well seasoned Indian Teak Wood from Forest Departments FDCML 48 Providing and fixing Burma T.W Arches of size 0.15m x 0.381 m x 1.8 m for roofing/ floorincluding including carving as per drawing or as directed and scaffolding if necessary etc. complete.It is mandatory to use first quality well seasoned Indian Teak Wood from Forest Departments FDCML 49 Providing and fixing Burma T.W Bracket of size 0.15m x 0.15 m x 0.9 m for roofing/ floorincluding including carving as per drawing or as directed and scaffolding if necessary etc. complete.It is mandatory to use first quality well seasoned Indian Teak Wood from Forest Departments FDCML 50 Providing and fixing Indian teak wood eaves boards 15 cm wide and 25 mm thick plain decorative type including including carving as per drawing or as directedand scaffolding and painting with two coats etc. complete.It is mandatory to use first quality well seasoned Indian Teak Wood from Forest Departments FDCML 51 Providing and fixing Indian teakwood plank ceiling 20mm thick plain under side tongued and grooved including iron screws, scaffolding, if necessary, including one primercoaton under side and one coat of coal tar on upper side etc. complete.It is mandatory to use first quality well seasoned Indian Teak Wood from Forest Departments FDCML 52 Providing and fixing colour coated Zincalume ( R ) AZ150 ( min 150 gms/sq.mt. total on each side )profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre) 53 Providing and fixing Mangalore tiled roofing with class AA tiles including securing thelast course of tiles near the eaves with steel flat 40 mm x 3 mm and 1.22 mm wire fixingcountry teak wood sloping battens of 25 x 12 mm teak wood horizontal battens of50mm x 25mm over the slopping battens, all iron work and coal tarring the battens etc.complete (Excluding ridge and hip tiles) 54 Providing and fixing Mangalore tile ridge and hip tiles of class AA including scaffolding if necessary, pointing with coloured cement mortar and curing etc. complete. 55 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete 56 Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete SSR 2022 - 23Page No.246 Item No.39.08 57 Providing and applying melamine polish of required finish to the wood work byspray machine including knotting and preparing the even surface by scraping,applying French polish , scaffolding if required etc. complete.Note:The work to be executed on prior approval of Superintending Engineer will be necessary. 58 Providingandlayingcastinsitu1:1:4LimeConcreteofbrokenbrickmetalforcopingor waterproofingasperdetailedspecificationsanddrawingsorasdirectedincludingcentring, formwork,laying/pumping,compacting,rougheningthemifspecialfinishistobeprovided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing withcoursedaggregateorsurkhi indrummixer,theconcretemustbebittenfortwodayswith pouring water as per specifications,scaffolding, wateringand all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete. 59 Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in- charge, of approved brand and manufacture, diluted withsolventmineral Turpentineoil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sandstonemasonry surfacewith two or more coats to give uniform application of chemical onthe surface, all completeas per direction of Engineer-In-charge (The rate is inclusive of allmaterials& labours involved except scaffolding).Non - S.S.R. 60 Disposing of dismantling materials of R.C.C./ stone / brick masonry / derbies, excavated material / soil / murum/ rubbish material or vegetation / grass / shrubs etc., from work site beyond the 1 km. 61 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment SSR 2022-23 Page No.17 Item No. 1.41 62 Public Seating Chair. - 3 Seater Providing and Fixing3seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish. 63 Preparing and carrying out videography, Documentary & Shooting of still photographs of Extra copies - 5 X 7 Sizeoutdoor and indoor of roads, bridges, other structures and programme, including preliminarys survey, still shots moving shooting, necessary board for video shooting hiring of vehicle, equipment for video shoot­ing, transportation of all equipment, persons, required for shooting, lighting arrangement as may be necessary, editing, mixing, titling, lettering, sounding including cost of coloured cassette of approved quality etc. completeNON SSR
Contract Date: Apr 20, 2026 Contract Value : ₹ 1.06 Crore
Government Departments No of Bidders 4
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48.
Banking and Finance #10014995 AOC
Bids Are Invited For Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Refer Atc; Quantitative Qualitative
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Communications and Information Technology  #9996638 AOC
Bids Are Invited For Custom Bid For Services Massive Data Processing Service Massive Data Processing Service Survey or Market Research Services/ Program evaluation or assessment survey services/Feedback Survey Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 24.50 Lakh
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Housing Urban and Rular Development #9994422 AOC
Bids Are Invited For Survey Or Market Research Services/ Program Evaluation Or Assessment Survey Services/Feedback Survey - Urban Transformation; Quantitative & Qualitative Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 52.22 Lakh
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