Tender For Provn Of Adm Block For Hq Cwe And Ge(W) In Jabalpur Mil Station, Jabalpur-Madhya Pradesh

TDR : 54888288

Tender Notice
BOQ

30 Days Left

Jabalpur , Madhya Pradesh

Tender Brief : Tender For Provn Of Adm Block For Hq Cwe And Ge(W) In Jabalpur Mil Station

Document Fees
₹ 3000 /-

EMD
₹ 1017060.0 /-

Tender Value
₹ 13.84 Crore /-

Submission Date
04-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	SCHEDULE \\"A\\" Part-I (Building/Structures) (To be quoted by the tenderer)
2	Item No 01A : Design and Construction of Adm office for GEs & CWE JBP (G+3 Storey) including Parking complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents.
3	Item No 02 : Design and Construction of Sub Station Building complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents.
4	Item No 03 : Design and Construction of _______________________ complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents.
5	Item No 04 : Design and Construction of _________________________complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents.
6	Sch 'A' Part-II (External Electric supply) Lump sum price worked out by the contractor for (External Electric supply) as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES.
7	Sch 'A' Part-III (External Water supply) Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES.
8	Sch 'A' Part-IV (Road Path Culvert) Lump sum price worked out by the contractor for (Road Path Culvert) as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES.
9	Sch 'A' Part-V (Sewage Disposal) Lump sum price worked out by the contractor for (Sewage Disposal) as listed in Schedule 'A' Part-V against the lump sum price inserted by the MES.
10	Sch 'A' Part-VI (Area Drainage) Lump sum price worked out by the contractor for (Area Drainage) as listed in Schedule 'A' Part-VI against the lump sum price inserted by the MES.
11	Sch 'A' Part-VII (Security Wall and Gate) Lump sum price worked out by the contractor for (Security Wall and Gate) as listed in Schedule 'A' Part-VII against the lump sum price inserted by the MES.
12	Sch 'A' Part-VIII (Rain Water Harvesting) Lump sum price worked out by the contractor for (Rain Water Harvesting) as listed in Schedule 'A' Part-VIII against the lump sum price inserted by the MES.
13	Sch 'A' Part-IX (Summer and cooling applainces) Lump sum price worked out by the contractor for (Summer and cooling applainces) as listed in Schedule 'A' Part-IX against the lump sum price inserted by the MES.
14	Sch 'A' Part-X (Lightning Protection & Aviation light) Lump sum price worked out by the contractor for (Lightning Protection & Aviation light) as listed in Schedule 'A' Part-X against the lump sum price inserted by the MES.
15	Sch 'A' Part-XI (FIRE FIGHTING SYSTEM(WET RISER) Lump sum price worked out by the contractor for (FIRE FIGHTING SYSTEM(WET RISER) as listed in Schedule 'A' Part-XI against the lump sum price inserted by the MES.
16	Note for Srl No 3 to 15The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 3 to 15 by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule
17	Schedule 'A' Part-XII (Miscellaneous items of works)
18	DG Set
19	Item No 05 : Supply, Installation, Testing and Commissioning of silent Diesel Engine driven generating set 62.5 KVA / 63 KVA or nearest standard size, 415 volts, 3 phase 4 wire, 1500 rpm, 50 Hz power supply with power factor 0.8 couple directly to alternator mounted on a common base plate complete with integral acoustic enclosure having silent features such as modular bolted construction with fabrication on imported CNC torret punch machines, nine tank treatment process with pure polyster based powder coating to ensure long life in all weather conditions and for out door application/ installation, integrated design thereby facilitating /easy handling installation & shifting of the equipment at site.
20	The design of integral acoustic enclosure should be any type approved by national Physical laboratory as per Central Pollution Control Board (CPCB-IV + Emmission compliant) latest norms/regulation Noise level 75dB(A) at a distance of one meter with fuel tank, battery and standard accessories as recommended by manufacturer, vibration pad, sand cushioning around PCC foundation incl shed with PCC 1:2:4 , 20 mm graded stone and galvanised sheet with cover shed along with angle iron and MS pipe as per engginering practice , tools and spares, as provided by manufacturer and DG set has to be inspected by REP of A/O and IEM as applicable all as specified and as directed with the following specifications of :-
21	ENGINE - 4 cylinders, inline, 4 stroke cycle, Water cooled, Turbocharged, developing / Matching 81 BHP at 1500 RPM under NTP conditions of BS:5514. The engine shall be provided with electrical starting arrangement & shall give the electrical output 62.5 KVA at 0.8 power factor,415Volts at the alternator terminal.
22	ALTERNATOR: single bearing alternator suitable for continuous operation generating 62.5 KVA at 1500 RPM, 415Volts , 0.8 power factor (lag) suitable for 50 Hz, 3 phase, 4 wire system, confirming to BS 5000/ IS 4722. The alternator is brushless type, screen protected, revolving field, self excited & self regulated, alternator confirming ti IS/IEC 60034-1, self regulated through an AVR( Solid State Electronic type) . The alternator has the following features: a) ± 0.50% voltage regulation (max.) in static conditions (b) IP: 23 protection with insulation class H. (c) Permissible overload of 10% for one hour in 12 hours of operation. (d) 3 phase reconnectable winding with 12 terminal brought out for connection. (e) dedicated winding speecially designed for 1 phase operation (f) double layer lap startor winding (g) PCC foundation complete as per manufacturer's design including anti vibration pads, necessary excavation & earth work in soft/loose, sand cushioning, grouting foundation etc.
23	Features, Functions, Protections(a) 16 character x 2 line alphanumeric LCD display with LED backlight (b) Operator interface (c) Provide a record of most recent fault conditions. Fault history stored in the control non volatile memory (d) Provide Alternator data fequency Control includes provision for Service adjustment and calibration of DG control functions(a)Voltage, frequency selection(b)Meter calibration(c)Configurable input and output set up PowerStart operates on 12 V DC batteries Auto start mode accepts a ground signal from remote devices to automatically start the DG set. The remote start will also wake up the control system from sleep mode.
24	Engine Starting – The control system supports automatic engine starting, Primary and back up start disconnects are achieved by battery charging alternator feedback or main alternator output frequency.Controller provide configurable time delay of 0-300 sec to start after remote start signal and time delay of 0-600 secs prior to shutdown after stop signal.
25	Sleep mode increase battery life. Configurable current settings from low to minimize current draw when genset is not working.Engine Protective Functions includes - Configurable alarm outputEmergency stop: Annunciated whenever an emergency stop signal is received by the control(a).Low Lube oil pressure warning and shutdown(b)High engine water temperature warning/ shutdown(c) Low coolant temp warning (d) Sensor failure indication(e)Low and high battery voltage warning (f) Weak battery warning (g) Fail to start shut down(h) Cranking lockout: Control will not allow the starter to engage or to crank the running engine(j) Cyclic cranking : Configurable for the number of starting cycle (1 to 7) and duration of crank and rest periods.Alternator Protective functions includes : (l) High and Low AC voltage shut down (m) Under and over frequency shutdown / warning (n) Loss of sensing voltage input shut down (o) Battery charger alternator
26	Fuel tank: Sub Base Fuel tank of 14 SWG MS sheet of adequate capacity to operate 8 to 12 hrs on 100% load. (b) Base Rail: Base Rail with integral fuel tank is provided.Batteries: For electrical control circuit ,Lead acid, 12 Volts/100 AH battery for electrical starting of DG set
27	AMF ELECTRICAL CONTROL PANEL : Inbuilt AMF Panel is manufactured with 14/16 guage fabricated out of 2mm thick CRCA sheet, floor mounting type, powder coated for weather-proof and long lasting finish, totally enclosed, front higed cover, instrument swithches and panel complete alla as specified and required.
28	One set of accessories (As per manufacture's instruction) :-
29	(aa) Fuel tank with locking arrangement for 08 hours running on full load
30	(ab) Level indicator on fuel tank
31	(ac) Drain plug
32	(ad) MS class \\"C\\" piping , suitable dia and length for fuel inlet from tank to engine as per manufactures instruction.
33	(ae) Fuel strainer and fuel tank with air vent.
34	(af) Batteries heavy duty 12 Volts ,100 AH lead acid type fully charged, indication of high flow charing changed : - 01 Nos, SMPS based automatic float cum boost charger,
35	(ag) Cable connection from alternator to DG set control panel as directed
36	Tools (As per manufactures instructions):-
37	(aa) 'D' spanners - 01 Set
38	(ab) Ring spanners - 01 Set
39	(ac) Screw diver 5\\" to 12 \\" - 01 Set
40	(ad) Cutting plier 9 \\" - 01 No
41	(ae) Hammer 2 LBS - 01 No
42	Base frame arrangements . The engine and alternator would be coupled by means of specially diesigned flexible coupling and both the units including the radiator would be mounted on a rigid fabricated base to form a compact arrangement. The steel shall be Tisco / SAIL or equivalent make.
43	Sound acoustic enclosure : CPCB IV approved sound acoustic enclosure sutable for above genrator set with complete set installed within canopy.
44	Item No 06 : Earthing complete for various equipments with galvanised steel earth plate electrode 600 x 600x 6mm thick directly burried in the ground (earth pit not less than 2.25 metre deep below ground level) with top edge of earth plate not less than 1.5 m below the ground level, connected to G.I Strip 32 x 6 mm by means of bolts, nuts, chuck nuts and washers of galvanised iron or steel, GI pipe 40mm bore light grade for protection of earthing strip, PCC chamber 1:4:8, type C-1 using 20mm graded stone aggregate, internal surface of concrete chamber shall be given 12mm thick plaster in CM 1:4, funnel with wire gauge of 22 gauge ( 0.63) 8 mesh per linear inch, 50mm thick cover of RCC 1:2:4, type B-1,
45	using 20mm graded stone aggregate reinforced with 8mm TMT bar at 100mm center to center both ways and charcoal dust and common salt all as shown in electrical plate No.3 of MES SSR Part-I and as specified including excavation and earth work and connecting the earthing to an earthing test point as specified and testing on completion all as directed.Note:- Unit rate quoted is inclusive of earth lead and protection pipe upto 7.5 metre from earth plate.
46	Item No 07 : Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade, of size 35 SQ mm, 3.5 core complete all as specified and directed.
47	Item No 08 : Supply and Laying of Rubber mat of 1Mtr X2MtrX 10mm all as specified and directed by Engineer in Charge
48	Summer and cooling applainces
49	Item No 09 : Supply and installation of Double Skin Puff Insulated Industrial Air Washer Unit having capacity 14725 cfm- 5116 cfm@ 0-0.9 Static Pressure providing 80% minimum cooling efficiency , sound pressure level@ 1m 72 db, cooling medium honeycomb pad, input power suply 415V, 3 phase, having 70 ltr water storage tank complete , AMCA Certified Blower Fan and complete all as specified. Make : Symphony 25 U industrial cooler and same as equivalent.
50	Item No 10 : S&F Air Supply Grill Supply & Installation of Powder Coated Double Louver Air Supply Grill with damper for air balancing and as directed.
51	Item No 11 : Supply & Fix Volume control damper complete all as specified.
52	Item No 12 : S&F 9mm thermal insulation using nitrile rubber complete all as specified .
53	Item No 13 : S&F Canvass connection complete all as specified and directed.
54	Item No 14 : S&F acoustic insulation for dampening both airborne and structure-borne noise produced by the fan, motor, and airflow complete all as specified and directed.
55	Item No 15 : S&F hanger hook L shape bracket for mounting air cooler units complete all as specified and directed.
56	Item No 16 : S&F MS Cooler stand t for mounting air cooler units complete all as specified and directed..
57	Item No 17 : Providing scaffolding for G+3 height building wk for execution of Duct work having plinth area Approx 8000sqm and complete all as specified.
58	Item No 18 : Supplly and fix voltage stabilizer for automatic operation, single phase naturaly air cooled indoor type and designed for input variation between 170V to 250V with output voltage stabilized at 230V with accuracy of + or - 2.5% and of capacity 4KVA and complete all as specified.
59	Lightning Protection & Aviation light
60	Item No 19 : Supply and fixing of Earthing using galvanised iron earth plate electrode 60cm x 60cm X 6 mm thick, buried directly in ground (earth pit not less than 2.25m below normal ground level) with top edge of earth plate not less than 1.5m below normal ground level connected to galvanised iron lead strip of 25 X 4 mm by means of bolts, nut, check nuts and washers of galvanized iron or steel all as shown in electrical plate No.3 of MES Schedule pt-I 2009, GI earth lead strip protected by GI pipe 40 mm dia light grade and connected to earth test point including excavation in any type of soil,returning filling, disposal of soil, providing charcoal dust and common salt upto top edge of earth plate, construction of PCC pit with RCC cover, funnel, watering pipe of 20mm dia GI light grade and provision of earth test point including testing on completion complete (Note : Main earth lead beyond 7.5 meter shall measured and paid saperatly. )
61	Item No 20 : M & L for Earth continuity conductor or main earthing lead of 25 X3mm Al strip, buried in ground or fixed to wall complete all as specified and as directed .
62	External Water Supply
63	Item No 21 : Supply, installation, commissioning and testing of Pumping sets, centrifugal, electric driven, complete 1.0 HP inclusive of starter and PCC foundation- 02 Nos Qty[1 Nos running + 1 Nos stand by] all as specified and directed by engineer in charge
64	Item No 22 : M & L for Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE Pipe of 150 mm dia suitable for 0.4 mpa working pressure
65	External Electrical supply
66	Item No 23 : Earthing complete with galvanised steel earth plate electrode 60 cm x60 cm x 6 mm thick buried directly in ground ,(Earth pit not less than 2.25 meter deep below ground level) with top edge of plate not less than 1.5 meter below normal ground level ,connected to and including galvanised iron earth wire 4 mm dia by means of nut, bolts, check nuts and washers of galvanised iron or steel complete all as specified and directed including testing on completion including the material and labour of the following .( For Street light pole earting ) [ 01 no for 03 nos pole, total 06 nos pole) : -
67	(a) Excavation and earth work for drilling hole for electrode in any type of Soil. (b) PCC pit in cement concrete 1:2:4 type B-1, Pre cast RCC cover with suitable handle 40 mm thick in PCC 1:2:4 type B-1, reinforced with welded steel wire fabric weighing not less than1.87 Kg/ Sq meter.
68	(c) Funnel with watering pipe of GI 20 mm nominal bore light grade and lugs etc complete all as specified and directed (d) 40 mm nominal bore medium grade GI protection pipe 5 meter long for protection of earthing lead complete all as specified and directed. (e) Requisite quantity of common salt and charcoal. (f) Testing of earthing.
69	Roof Top Solar PV System
70	Item No 24 : Design, Supply, Installation, Testing and Commissioning of on grid roof top Solar Photovoltaic Power Plant of 50 KWp capacity conforming to MNRE specifications as amended, consisting of Bifacial half cut Topcon N type solar cells, net metering facility, necessary protections including maintenance free chemical earthing, mounted on GI structure of suitable strength to withstand 150kmph air velocity with following components complete as required in Capex mode.(a) Solar Photovoltaic Module of capacity 630 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2 or AS PER LATEST RELEVANT IS. Solar Photovoltaic Module conversion efficiency shall not be less than 20%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.The performance of PV modules at STC conditions must be tested and approved by one of the IEC / NABL Accredited Testing Laboratories / Solar Energy Centre of MNRE
71	(b)Solar PV Modules shall be accompanied with Power Optimizer. Power Optimizer DC/DC converter with constant string voltage feature and which is connected to each PV module (upto 9kWp) or only one for every 2 PV Modules (>=10kWp) to provide individual module level maximum power point tracking (MPPT) for mitigating all types of modules mismatch loss, manufacturing tolerances and Partial shading. Power Optimizer should also be capable for advanced, real-time performance measurement with the help of control and communication gateway. The Optimizer to be able to instantaneously clamp DC voltage to 1V DC (safe DC) per optimizer when AC power is shut off for installer and firefighter safety and having technical specification complete all as specified and directedc) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. PCU should have all required components like inverter ,solar charge controller ,gate charger, load management system etc. and inverter string as per details given in para (d) below. ( d) Solar Grid Tie String Inverters with DC Safety Unit. The grid tie inverter should be designed to work with Power Optimizers module level MPPT (Module Power Point Tracking) providing constant string voltage and should have anti-Islanding feature. The inverter shall have an efficiency of at least 92% at 75% load. PCU shall have the facility of recording solar energy (KWh) generated at the output of PCU in addition to PV voltage, PV amps, Instantaneous PV power, daily PV power generated & cumulative PV power generated. Remote as well as local monitoring shall be provided. Module level Monitoring feature (to record all the important operational parameters and all the events) to monitor plant performance through external PC shall be provided. The communication shall be in such a way that the PCU can be monitored with the help of appropriate software from the centralized system
72	The PCU shall have the facility to provide the analysis for reason of tripping, in cases of inadvertent tripping complete all as specified and directed (e) ACDB panel of 50 KW with minimum 02 Input 01 Out put with multi functioning meter, CCBs, net metering, and other reqd components and surge Protection Device completely. (i) The scope shall include standard load distribution boards/panels complete with cubicles, protection, metering, bus-bar system, cabling, wiring and other accessories, the quantities/ratings of which shall be finalized during detail engineering, duly certified by Chartered Engineer and approved by EIC. (ii) The ACDB shall be used to terminate single or multiple PCU AC outputs. The ACDB must have the following minimum features. (iii) Cables connecting bus bar should be minimum 3 times capacity of Solar Power plant. (iv) There should be provision in the system for measurement and display of Solar Power being fed to the load through inverter. (v) All the above boards/panels shall be metal enclosed, 415V switchgear type, complete with suitably rated all as specified and directed.
73	f)The photovoltaic modules, mounting structure, Balance of system (BOS) and other components of power plant require proper grounding for protection against any serious earth faults. Redundant earthing methodology with two independent earth connections from each system has to be ensured for all the systems and equipment as given in the standards. For outdoor power electrical equipment, if any, earthing system network / earth-mat shall be interconnected mesh of mild steel rods buried in ground. For other areas in the solar plant, such as transformer area, switchgear area, etc. the earthing system shall consist of minimum two parallel conductors interconnected together. The detailed earthing design and calculation duly certified by Chartered Electrical Engineer shall be submitted for EIC approval. All the necessary statutory approvals, if any required, for the system shall be taken from nodal agencies complete all as specified and directed.(g) Data Monitoring System complete with accessories.
74	(h) ) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. (j)Provision of set of bi-directional GPRS based metering arrangement with CT at line end in SPV Plant and at line end of take over point for energy accounting purpose. (k) Took kit ,earthing kit etc related to Solar PV system and electrical system testing required for maintenance and monitoring of plant . (l) the design shall be got vetted from any one of the following agencies :- (i) National institute of Solar Energy (ii) Sardar swaran singh national institute of Renewable Energy (iii) Solar Energy Corporation of India (iv) The Indian Renewable Energy development Agency .(v) Any of IIT (vi) MNRE/TERI approved agency (vii) STATE ELECTRICITY discoms . (m) Required cleaning arrangement for PV modules shall be provided.n) Comprehensive maintenance with material and solar panel cleaning on regular basis under DLP period of CA.
75	(o) Lightning and surge voltage protection :The SPV power plants shall be provided with lightning &overvoltage protection. The main aim in this protection shall be to reduce the over voltage to a tolerable value before it reaches the PV or other sub system components. The source of over voltage can be lightning, atmosphere disturbances etc The entire space occupying the SPV array shall be suitably protected against Lightning by deploying required number of Lightning Arrestors. Lightning protection should be provided as per IEC 62305 standard. The protection against induced high-voltages shall be provided by the use of metal oxide variastors (MOVs) and suitable earthing such that induced transients find an alternate route to earth complete all as specified and directed..(p) Connections & Interconnections by supplying & fixing required size suitable PVC insulated DC Copper conductor 1.1 kV grade power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. Please Enable Macros to View BoQ information Schedule 'A' Part II (External Electric supply) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
76	(o) Lightning and surge voltage protection :The SPV power plants shall be provided with lightning &overvoltage protection. The main aim in this protection shall be to reduce the over voltage to a tolerable value before it reaches the PV or other sub system components. The source of over voltage can be lightning, atmosphere disturbances etc The entire space occupying the SPV array shall be suitably protected against Lightning by deploying required number of Lightning Arrestors. Lightning protection should be provided as per IEC 62305 standard. The protection against induced high-voltages shall be provided by the use of metal oxide variastors (MOVs) and suitable earthing such that induced transients find an alternate route to earth complete all as specified and directed..(p) Connections & Interconnections by supplying & fixing required size suitable PVC insulated DC Copper conductor 1.1 kV grade power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. Please Enable Macros to View BoQ information Schedule 'A' Part II (External Electric supply) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
77	Supply and fixing LED Solar street light fittings 36/40 Watt including galvanized steel pole , ISI marked, 6 mtr , in built, ,Lithium ion LiFePO4 battery,capacity 288Wh, monocrystalline solar panel, MPPT charge controller with dusk down sensor with all connected accessories like nuts bolts clamps etc complete all as directed.
78	Supply and errect Steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9.0 metres long) including PCC foundation & coping etc and applying two coats of aluminium paint over a coat of red oxide primer complete all as specified and directed.
79	Supply, laying & testing cable XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty)with stranded aluminium conductor, 1100 volts grade, of following sizes complete all as specified and directed. (a) 3.5 core x 300 Sqmm RM 1422.84 540.0 768333.6 (b) 3.5 core x 95Sqmm RM 526.72 180.0 94809.6 (c) 3.5 core x 50 Sqmm RM 337.52 40.0 13500.8 (d) 3.5 core x 35 Sqmm RM 269.75 90.0 24277.5 (e) 4.0 core x 25 Sqmm RM 249.04 90.0 22413.6 (f) 2.0 core x 10 Sqmm RM 143.61 550.0 78985.5 (g) 3.0 core x 4 Sqmm RM 122.9 700.0 86030.0
80	Supplying, Installing, Commissioning and Testing CPRI Prototype Tested, manufacturer as per CA list given in CA, Free Standing Floor Mounted, Dust and Vermin proof, Compartmentalised, Indoor type, Automatic Power Factor Correction [APFC] Panel comprising of Low Loss MD-XL Heavy Duty Hermetically Sealed Capacitor Bank of 120/125 KVAR, connected in 6 steps with Capacitor rating [1 X 50 + 2 X 25 + 2 X 12.5] KVAR complete with Step Contactor suitable for Capacitor switching with HRC Fuses, Backup Protection, APFC Relay 6 Stage Microprocessor based combinational switching type, fabricated with 2mm thick CRCA Sheet and shall be given pre-treatment for degreasing,
81	phosphatising etc. in seven tank process and shall be powder coated with RAL7035 coat with matt finish after due preparation of surfaces with minimum IP 43 Ingress Protection suitable for 3 Phase, 415 V & 50 Hz System with MD-XL Capacitor including suitable rated TPN, MCCB, 415 V, 35 KA rupturing capacity as incomer duly controlled by Auto and Manual option including instrumentation such as Digital Power Factor Meter – 1 Nos, Digital type Ammeter of Range 0 to 300 Amps with CTs & Selector Switch – 1 Nos,
82	Digital type Volt Meter of Range 0 – 500 V – 1 Nos, Relay, Auxiliary Contacts, CTS, Phase Indicating LED Lamps [RYB], Selector switches etc., suitable internal wiring with copper cable of suitable size, double stud hinged door, front openable with locking arrangement including interlocking with switch gears complete and panel shall be fixed with angle iron frame made of angles of size 50 X 50 X 6mm at Corners and ISMC of suitable size for base, embedded 600 mm below ground level in PCC 1:2:4, Type B–1 using 20mm grade stone aggregate, 600 mm above ground level including connecting up with incoming and outgoing cables etc. complete all as specified and as directed and comprising following items and of make Legrand / L & K / Siemens / Neptune etc:-
83	Incoming:[a] MCCB, 400 Amps, 4 Pole, 36 KA with thermal magnetic release with rotary handle.[b] CBCT[c] Earth Leakage Relay[d] Over Voltage and Under Voltage Relay[e] Phase Indicating LED Lamps. [RYB][f] Control Fuse Base with 2 Amps HRC Link[g] 6 Stage APFC Relay[h] Timer[i] Aux Contractor[j] Exhaust Fan
84	Outgoing:[a] [1 X 50 + 2 X 25 + 2 X 12.5] Capacitor Bank - 06 Nos[b] MCCB, 400 Amps, 4 Pole, 36 KA[c] Suitable KVAR MPP Heavy Duty Capacitor Cylinder Type, 415 Volts.[d] Suitable KVAR Capacitor duty contractor[e] Indicating LED Lamp. [ON/OFF][f] Push Button. [Start/ Stop][g] Control Fuse Base with 2 Amps HRC Link.
85	Supply and fixing LED light fitting for street/security lighting energy saving & environmental friendly long life versatile pressure die-cast housing with toughened glass and individual high power LED with secondary optics of capacity 70/75 Watt 240 volts AC 50 Hz , IP 66 protection including pole junction box, electrical connection and five years on site warranty from manufacturer complete all as specified and directed.
86	Supply and fix servo controlled oil cooled voltage stabilizer for automatic operation , three phase , nutrally oilcooled , indoor type, and designed for input variation between 340V to 460V with output voltage stebilized at 415 with accuracy + or - 2.5% and speed of correction 8 Volt per second of capacity 300KVA
87	Supply & lay Pipe ,light grade ,50mm dia with all fittings laid in trenches all as specified and directed by Engineer in Charge
88	Supply & lay Pipe ,light grade ,40mm dia with all fittings laid in trenches all as specified and directed by Engineer in Charge
89	Supply & lay Pipe ,light grade ,25mm dia with all fittings laid in trenches all as specified and directed by Engineer in Charge
90	Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth , for foundation, etc or for shafts, wells, cesspits, manholes, pier holes,etc. n exc 10sqm on plan and n exc 1.5m in depth and getting out in any type of soil complete all as specified and as directed.
91	M/L for Returning , filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.
92	M/L for Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and as directed.
93	Supply and laying sand cushioning with dry and clean washed sand over and under the under ground cable in trenches, ducts for cable protection 150 mm below & 80 mm above the cable as protection of cable complete as specified & directed. Note : Punned thickness of sand shall be measured & paid.
94	Supplying and laying reinforced precast concrete cable cover, class LV Type 2 flat, size 300mm x 180mm x 40mm complete all as specified and directed by Engr in charge.
95	Supplying and laying reinforced precast concrete cable cover, class HV Type I, flat, size 300mm x 180mm x 40mm complete all as specified and directed by Engr in charge.
96	M&L for PCC (1:2:4) type B2 using 40 mm graded stone aggregate as in foundation, filling, mass concrete and pilasters, buttresses columns, posts etc complete all as specified & directed.
97	M&L for Precast Reinforced Cement Concrete(RCC) 1:4:8 type D2 using 40 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and minimum reinforcement as per relevant IS code and set in CM 1:6 complete all as specified and directed. ( Note :Reinforcement shall be measured and paid for separately.)
98	M&L for PCC (1:3:6) type B2 using 40 mm graded stone aggregate as in foundation, filling, mass concrete and pilasters, buttresses columns, posts etc complete all as specified & directed.
99	M&L for 40 to 80mm graded broken stone aggregate for spreading/ loose filling in the substation or other places where directed including stacking materials in regular heap/ stack for measurement complete all as specified and directed. Total carried over to BOQ Rs. 3609797.15 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part III (External Water supply) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
100	Supply, fixing & laying GI tubing medium grade with one socket both end threaded in any length including cutting threading connection in new or old position and all type of GI new fittings for laid in trenches/wall/ceiling/ floor/ all as specified and directed by engineer in charge of following size :- (a) 40 mm bore GI pipe RM 411.0 40.0 16440.0 (b) 50 mm bore GI pipe RM 433.0 120.0 51960.0 (c) 25 mm bore GI pipe RM 196.0 60.0 11760.0 (d) 15 mm bore GI pipe RM 143.0 80.0 11440.0
101	S & F Stop valves, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed bothends for iron pipe or for unions and fixed for following size (a) 50 mm bore Each 979.08 2.0 1958.16 (b) 25 mm bore Each 587.24 2.0 1174.48 (c) 15 mm bore Each 505.45 2.0 1010.9
102	M & L for cutting Cast iron pipe in position for inserting of new tees branches etc upto 100 mm bore of pipe complete all as specified Total carried over to BOQ Rs. 96221.18 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part IV (Road Path Culvert) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
103	Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil complete all as specified
104	-Ditto- as item no 1 Add to (or deduct from) last item for every 3 cm or part thereof above or below 15 cm average depth
105	Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out any type of soil
106	Rolling and consolidating formation surfaces in cutting all as specified and as directed with power roller exc. 8 tonne x next 12 tonne
107	M & L Soling (or sub base) of spread thickness 200mm, with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tone power roller complete all as specified and directed.
108	M & L for Laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified.
109	M & L, Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 7-1 kg/sqm on surface of WMMIwBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed.
110	M & L, for consolidation thickness more then 75 mm thick premix bituminous macadam over rolled and compacted WMM surfaces required camber and gradient all as specified.
111	M & L, Bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with 5.5 % binder content (using paving bitumen of grade 80/100) by weight of total mix, using not mix process and laid by mechanical paver, rolled and compacted to required camber and gradient using power rolled 8 to 12 tonne capacity complete all as specified and directed.
112	M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete all as specified and directed.
113	S&F 450mm borer RCC pipes class NP3 laid and jointed complete with coller and jointed complete all as specfied and directed.
114	Material and labour for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with aproved colour, design & attern as in foothpath, parks, lawns, drive ways or light traffic arking etc. of required strenght, thickness & size / shape, made by table vibrating method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra cement complete all as specified and directed.
115	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.
116	M&L for providing PCC 1:2:4 type B1 in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs complete all as specified and directed
117	M & L For thermoplastic road marking with machnically painting lines, dashes, arrows, letters, etc. on roads pavements and the like n exc 10cm wide with road marking paint, white or golden yellow complete all as specified and as directed.
118	Removing excavated materials . exc. 50 m & not exc 250 m and depositing were directed at a level n exc 1.5 mtr above the staring point.
119	Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed
120	M&L Brick work using old size bricks with sub class 'B' bricks in one brick thick honey comb walling built in cement mortar 1:4 complete all as specified and directed.
121	M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed
122	M & L applying three coat of white wash on newly plastered or unplastered wall surface including preparation of surfaces, complete all as specified and directed.
123	M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering
124	S&F Cat eye solar reflective type of matel body alloy of size 100x100x20 mm with PAMA striplens reflector of modal No DA 972.0 fixed with and including MS stud with suitable size all as manufactures instructions in repairs and complete all as specified.
125	M&L for solar cat eye aluminium alloy shell ( 100% water proofing design according to 65) of size 125mm x 125mm x 25mm ( shank 65 mm) of high efficiency Mono rystafie solar panel 2.4 V/0.30 watt one NI-ed rechargeable battery ( 1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc.in repairs all as specified and directed. Total carried over to BOQ Rs. 3904387.75 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part V (Sewage Disposal) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
126	Excavating in trenches in any type of soil , n exc 1.5 m wide and n. exc. 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soil complete all as specified and as directed.
127	Excavating in trenches in any type of soil , n exc 1.5 m wide and exc. 1.5 m in deep and n.exc 3.0m deep for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out soil complete all as specified and as directed
128	Returning, filling in, including spreading ,leveling, watering and well ramming in layers n. exc 25 cm with soil complete all as specified and as directed.
129	Removal of excavated material (soil) to a distance exc 50 m n. exc 250 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and as directed.
130	M&L for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested;in cement concrete 1:4:8 complete
131	M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.
132	M&L for Brick work with sub class B bricks straight or curved on plan exc. 6m mean radius built in cement mortar (1:4).complete all as specified and as directed.
133	M&L, 15mm thick rendering on any faces of stone, concrete or brick work in CM 1:4 surface finished even and fair complete all as specified and as directed. .
134	M&L for 15 mm thick rendering in cement mortar (1:3) on brick / concrete/ stone surfaces mixed with water proofing compound as per manufacturer instruction , finished even and smooth using extra cement complete all as specified and as directed.
135	Supply only water proofing compound.
136	M&L for cement concrete type C2 1:3:6 (40mm graded stone aggregate) in foundations, filling and mass concrete complete
137	M&l for cement concrete 1:2:4 type B1 (20 mm graded stone aggregate) as in coping complete
138	M&L Precast (factory made frame and cover)cement concrete Type B-1 1:2:4 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:6 complete all as specified and as directed.
139	S&F TMT steel bars 6 to 8mm in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) all as specified and directed
140	M&L for Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165
141	M&L for cement concrete type B2 , 1:2:4 using 40 mm gradded stone aggregate in surface channels and drains complete Total carried over to BOQ Rs. 1007665.34 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VI (Area Drainage) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
142	Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. nexc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose complete all as specified and directed
143	M&L PCC 1:4:8 type-D2 (40mm graded aggregate) as in foundations, filling and mass concrete.sub base as in floors complete all as specified and directed
144	M&L for providing RCC Type B1 1:2:4 Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified.
145	M&L for providing RCC type B1 1:2:4 Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete aii as specified.
146	Use & waste for form work to sides of rough finished surfaces of concrete foundations, footings, bases of columns, sides and sofits (if any) of foundations & plinths beams and similar wk flat etc complete
147	Use & waste for Formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter etc fair finish complete.
148	M&L TMT bars 6-8mm 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 quality conforming
149	Removing excavated material n exc 50 m and depositing where directed at level n exc 1.5m above the starting point complete all as specified and directed
150	Returning filling in including spreading , leveling watering and well ramming in layers n exc 25cm complete all as specified and directed Total carried over to BOQ Rs. 3396051.6 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VII (Security Wall and Gate) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
151	Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out any type of soil
152	Cement concrete type D-2 1:4:8 (using 40 mm graded aggregate) as in foundation filling and mass concrete
153	RCC (Design mix M-25) in foundations, including, rafts, footings, foundation beams, bases for columns, etc , basement slab, under reamed piles and mass concrete
154	RCC M-25 design mix as in columns , pillars, piers, posts and struts etc.
155	RCC (Design mix M-25) in beams, cantilevers, bressumers, lintels over 1.50 m span.
156	M&L formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work, vertical or to batter all as specified
157	M&L formwork to sides of pillars, posts, struts, piers, columns etc square or rectanguar
158	M&L formwork to sides and soffits of floor beams, roof beams , beam haunchings girders, lintels, cantilevers etc to plain surface
159	M&L Fly ash brick with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
160	M&L rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth with out using extra cement.
161	M&L preparing plastered new surfaces of walls and applying two coats of cement base paint all as specified
162	S&F for MS angle iron in \\"Y\\" shape 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
163	S&F for Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
164	M&L two coat of synthetic enamel pinting over a coat of red oxide primer incl preparation of steel new surface over 10 cm width or girth
165	S&F TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) all as specified and directed
166	S&F TMT steel bars 5mm dia and over, up to and including 10mm dia in stirrups spcers and binders.
167	Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement Complete all as specified and directed
168	M&L 20 mm thick granite stone slab of any type with table rubbed and polished in cooking platforms,window sill and like set in cement mortar 1:4 including pointing in white cement (1:2) using marble dust with admixture of pigment to match the shade of granite slab complete all as specified and directed.
169	Removing excavated materials . exc. 50 m & n exc 250 and depositing were directed at a level n exc 1.5 mtr above the staring point.
170	Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed Total carried over to BOQ Rs. 7128379.45 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part VIII (Rain Water Harvesting) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
171	M & L for composite rain water harvesting system of 5000 litre capacity include of the following (i) Under ground water storage tank of 5000 litre capacity 01 No(ii) First flush system 01 No(iii) Gravity Filter 01 No(iv) Delivery pipe 25 mm size UPVC (SCH- 40) 15 RM(v) Down take pipe 100 mm size UPVC (SCH- 40) 15 Rm
172	S&F, PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints, laid in trenches or in walls incl all accessories like bend, T Junction, Y junction with or without access door complete all as specified and directed. Total carried over to BOQ Rs. 625290.0 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part IX (Summer and cooling applainces) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
173	Supplying, installing, balancing and commissioning of site fabricated Galvanised Sheet Steel (GSS) ducts conforming to IS: 277. The shall be fabricated either from , rectangular ducting complete with neoprene rubber gaskets,elbows,splitter damper vanes,hangars,supports.Duct work shall be rigid and straight without kinks.All exposed ducts within the conditioned space shall have slip joints. Flanged joints shall not be used.Ducts shall be supported independently from the building structure and adequately, to keep the ducts true to shape. The support spacing shall be not more than 2 m.Duct connections to the air-handling unit shall be made by inserting a double canvas sleeve 100 mm longThe steel sheets shall be hot dip galvanized with MAT finish with coating of minimum 120 grams per square meter (GSM) of Zinc, GI sheets shall be lead free, eco friendly and RoHS compliant. All sheet metal connections, partitions and plenums required for flow of air through the filters, fans etc. shall be at least 1.25 mm thick galvanised steel sheets.Hanger rods shall be of mild steel and of at least 10 mm dia for ducts upto 2250 mm size, and 12 mm dia for larger sizes.All nuts, bolts and washers shall be zinc plated steel. All rivets shall be galvanised or shall be made of magnesium - aluminium alloy. Self tapping screws shall not be used.The fabrication of ducts shall be carried out as per approved drawings and specifications of following sheet thickness complete all as specifed and as directed.Note: (i) The duct work shall be as per IS 655.(ii) The GSS sheets for duct work shall conform to class viii with zinc coating of 120 gm/sq mtr as per ISS-277. (a) Supply & fix 0.63 mm thickness sheet (24 gauge) for Longest side 750mm and below Sqm 1224.74 600.0 734844.0 (b) Supply & fix 0.80 mm thickness sheet (22 gauge) for Longest side 751 mm to 1500 mm Sqm 1632.99 120.0 195958.8
174	Supply and fix air cooled air conditioner electric driven ,single phase of capacity 1 TR, BEE 5 star rated.
175	Supply and fix air cooled air conditioner electric driven ,single phase of capacity 1.5TR, BEE 5 star rated.
176	Supply and fix water cooler electric driven (single phase), having approx storage capacity of 120 litre and nominal cooling capacity of 60 Litres per hour and complete all as specified. Total carried over to BOQ Rs. 1941679.3 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part X (Lightning Protection & Aviation light) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
177	Supply and fixing as of GI tubing, Light grade, 40 mm bore with all fitting lais in trenches / pole / wall for protection of earth conductor complete all as specified and as directed .
178	Supply and fixing of test point terminal block made of gun metal or phosphorus bronze size 75 x 75 x 25 mm drilled and screwed including 3 Nos. 8 mm dia 25 mm long hexa head screw complete all as specified and as directed .
179	M & L for Air termination, single pointed Aluminium rod 12mm dia and 300mm long complete all as specified and as directed . Total carried over to BOQ Rs. 17381.4 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part XI FIRE FIGHTING SYSTEM(WET RISER) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.)
180	Supply, installation, testing and commissioning of Fire Pump Diesel Engine driven, Horizontal end Suction, centrifugal type confirming to IS – 12469 with CI Casing, Bronze Impeller and Stainless Steel Shaft mounted on heavy duty bearings Suitable for continuous operation with Range of Operation 0 % to 150 % of rated capacity for 440 Volts, 3 Phase, 50 Hz AC Supply, 1800 RPM, 70m Head, 1620 LPM discharge with pressure of 3.5 KG / Sq.cm including 2 Nos of 12 Volts, 180 AH Batteries and PCC 1:2:4, Type B1 as in Foundation and NOC for state authority after installation may be obtained by contractor complete all as specified and as directed.
181	Supply, installation, testing and commissioning of Fire Pump Electrically driven, Horizontal end Suction, centrifugal type confirming to IS – 12469 with CI Casing, Bronze Impeller and Stainless Steel Shaft mounted on heavy duty bearings Suitable for continuous operation with Range of Operation 0 % to 150 % of rated capacity for 440 Volts, 3 Phase, 50 Hz AC Supply, 1800 RPM, 1620 LPM discharge at 70m Head, with pressure of 3.5 KG / Sq.cm including PCC 1:2:4, Type B1 as in Foundation complete all as specified and as directed.
182	Supply, installation, testing and commissioning of Jockey Pump, Horizontal end suction, Centrifugal type Confirming to IS – 12469 with CI Casing, Bronze Impeller and Stainless Steel Shaft mounted on heavy duty bearings suitable for automatic operation with non–over loading power characteristics for frequent Start / Stop operations suitable for 440 Volts, 3 Phase, 50 Hz, AC Supply, 180 LPM Discharge at 70 m Head with pressure of 7.0 KG / Sq.cm complete all as specified and as directed.
183	Supply and fixing and testing of ISI Marked MS Pipe class 'B' and specials etcas per IS 1239 for under ground/laying or fixing on walls/roofs with supports for hydrant system including transportation provision of specials like bends tees reducers flanges etc welded in proper position incl thrust blocks in PCC 1:2:4 on all bends tees and junctions etc as required wrapping and coating conformating to IS 15337-2003 etc) providing tapping for pressure gauge and other instruments making holes/chasing in walls masonary, RCC slab if required testing, flushing & cleaning of pipe line by water & making good the same as original for 80 mm Dia complete all as specified and directed.
184	Supply and fix Gun metal fire brigade inlet connection for connecting to external fire hydrent ring main consisting of two nos 63mm dia instantaneous type male coupling with built in check valves and 150 mm dia flanged outlet complete with all accessories
185	Supply and fixing of ISI Marked single headed 63mm dia gunmetal Landing Valve flanged inlet with 63mm female instantaneous outlet confirming to IS 5290 on the fire wet riser/down comer including making 80 NB Pipe connection with riser fixing the landing valves in proper positions including supply of nuts bolts gaskets caps chains ets testing the hydrant and completion the work in all respect as per directions.
186	Supply and fixing and testing of ISI Marked MS Pipe class 'B' and specials etcas per IS 1239 for under ground/laying or fixing on walls/roofs with supports for hydrant system including transportation provision of specials like bends tees reducers flanges etc welded in proper position incl thrust blocks in PCC 1:2:4 on all bends tees and junctions etc as required wrapping and coating conformating to IS 15337-2003 etc) providing tapping for pressure gauge and other instruments making holes/chasing in walls masonary, RCC slab if required testing, flushing & cleaning of pipe line by water & making good the same as original for 25 mm Dia complete all as specified and directed.
187	S & F Valve,gate/stop, screwed,15 mm with iron wheel head, screwed both ends for iron pipe and fixeding for25 mm bore
188	S & F Valve,gate/stop, screwed,50 mm , brass with iron wheel head, screwed both ends for iron pipe and complete all as directed.
189	Supply and fix hose box for keeping 02x 15 mtr or 01x 30 mtr length hose pipe, .nozzle, coupling etc of 18 gauge MS Sheet 800mm X 600mm X 250mm with double door with 4 mm thick glasses and door frame made of 16 gauge MS sheet painted fire red out side and brilliant white inside yard complete all as specified and directed. Note : The external fire hose cabinet to accommodate the hose pipes, branch pipe nozzle and the hydrant outlets shall be fabricated from 1.5m sheet steel. This shall be lockable and provided with center opening glazed doors. The support for hose cabinet shall be of brick work up to a height of 0.5m above ground level. The depth of footing for this support shall be minimum 50cm below ground level,resting on leveling course of minimum 10cm of PCC (1:5:6). The brick work shall beplastered in cement mortar (1:6). The hose cabinet shall be painted red and stove enameled. Note : PCC Wk reqd will be paid seperately in respective item of schedule.
190	M & L for RRL hose reel of 20 mm dia 30 mtr long including hose box conforming to IS - 5132 and IS - 884 suitable to 24 LPM@21 Kg per cm square including brass set of nozzel complete all as specified and as directed.
191	Supply and fix fire hydrant stand post having carbon steel body 63mm dia , both end flanged and suitable to working pressure 150 PSI with provn of single outlet conforming to IS 908 complete all as specified and as directed.
192	S & F for Pressure guage dail type incuding valve , range 0-21 kg/cm2 rating complete all as specified and as directed
193	Supply and fix pressure sensor switch universal type having ambient operating tem -40 to 65 degree celcius , differential pressure range 0.7 bar to 4 bar , regulation range 0.2 bar to 7.5 bar ISO STANDADARD 228-1 complete all as specified and as directed.
194	S & F for booster(pressure) pumps / Terrace pump for 440 V, 3 Phase, 50 Hz Confirming to IS- 12469 :1988 With CI Casing bronze impeller and stainless steel shaft mounted on heavy duty bearings suitable for 440 volts, 3 phase, 50 Hz 30m head, 450 LPM discharge including suitable size automatic pressure maintained pump starter complete all as specified and as directed. Rates are incl of reqd foundation wk, hut type shed for pump set made of GI sheet & angle iron, all electrical and water connection etc complete all as specified and as directed.
195	S & F for CI butterfly valve with Nitzile rubber ISI Marked PN 1.6 conforminf to IS 13095 of size 100 mm dia complete all as specified.
196	Supplying, fixing and testing of cast iron Sluice valve PN1.6 as per IS-14846, body, dome, wedge-CI IS:210, rings -bronze IS:318, Spindle-SS IS:6603, Gland Paking greasy jute packing, fasteners-CS, Gasket- Natural rubber, nominal size DN-150 mm,both ends flanged , complete all as specified and directed by Engr-in-charge.Note : Suitable size flanges, Joints and jointing materials shall be included under this item.
197	Supplying, fixing and testing of cast iron Sluice valve PN1.6 as per IS-14846, body, dome, wedge-CI IS:210, rings -bronze IS:318, Spindle-SS IS:6603, Gland Paking greasy jute packing, fasteners-CS, Gasket- Natural rubber, nominal size DN-100 mm,both ends flanged , complete all as specified and directed by Engr-in-charge.Note : Suitable size flanges, Joints and jointing materials shall be included under this item.
198	Supplying, fixing and testing of cast iron Sluice valve PN1.6 as per IS-14846, body, dome, wedge-CI IS:210, rings -bronze IS:318, Spindle-SS IS:6603, Gland Paking greasy jute packing, fasteners-CS, Gasket- Natural rubber, nominal size DN-100 mm,both ends flanged , complete all as specified and directed by Engr-in-charge.Note : Suitable size flanges, Joints and jointing materials shall be included under this item.
199	S & F for CI Y STRAINER as per relevent IS , size 100 mm dia complete all as specified and as directed.
200	M&L for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate size as in thrust block / support pillar for pipe holding with MS clamps 50 x 6 mm including finishing the concrete surface fair and even with out using extra cement making good to disturbed surfaces complete all as specified and as directed.
201	Supply and laying or fixing or passing in trenches/ on pole/ through pipes,1100 volts grade XLPE insulated, screened PVC bedded, galvanised steel strip or wire armoured, heavy duty electric cable with stranded aluminium conductor conforming to IS 7908 / (PART-I) 1988 with the latest amendments including jointing materials such as cable glands & lugs etc and testing on completion all as directed etc of size 120 sqmm, 3.5 core complete all as specified and as directed.
202	Supply and laying or fixing or passing in trenches/ on pole/ through pipes,1100 volts grade XLPE insulated, screened PVC bedded, galvanised steel strip or wire armoured, heavy duty electric cable with stranded aluminium conductor conforming to IS 7908 / (PART-I) 1988 with the latest amendments including jointing materials such as cable glands & lugs etc and testing on completion all as directed etc of size 35 sqmm, 3.5core complete all as specified and as directed.
203	Excavation in trenches not exceeding 1.5m deep & not exceeding 1.5m wide or area not exceeding 10 Sqm on plan, in any type of soil and getting out for foundation, trenches or laying of electric cable or pipes complete all as specified and as directed.
204	Returning, filling in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed.
205	Removal of excavated materials (soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed.
206	Supply and laying sand cushioning with dry and clean washed sand over and under the under ground cable in trenches, ducts for cable protection 150 mm below & 80 mm above the cable as protection of cable complete as specified & directed. Note : Punned thickness of sand shall be measured & paid.
207	Supplying and laying unreinforced precast concrete cable cover, class LV Type 2 flat, size 300mm x 180mm x 40mm complete all as specified and directed. Total carried over to BOQ Rs. 2059812.42 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer

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Tender For Provn Of Adm Block For Hq Cwe And Ge(W) In Jabalpur Mil Station, Jabalpur-Madhya Pradesh

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