Public Administrative Department Local Bodies Closing in 19 days TDR #56290315

Tender for Tender for Work Of Permanent Site Office Development Built For The Implementation Of Varun Vihar Yojana.

Issued by Local Bodies · Lucknow, Uttar Pradesh
Tender Value
1.04 Crore
Estimated cost
Bid Submission
23 Jul 2026
19 days left
EMD
3.12 Lakhs
Bank guarantee accepted
Document Fee
4366
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Work Of Permanent Site Office Development Built For The Implementation Of Varun Vihar Yojana.

BOQ

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Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil
2Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
4Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
5Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
6Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required., In gratings , frames, guard bar , ladder, railings , brackets , gates and similar works
7Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :, With 20x20 mm square bar
8Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting and propping and removal of items for: Foundations, footings, base of columns, etc DSR 2023/5.9.1
9Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
10Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
11Centering and shuttering including strutting, propping etc. and removal of form for :, Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
12Centering and shuttering including strutting, propping etc. and removal of form for :, Suspended floors, roofs, landings, balconies and access platform
13Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum
14Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement content of 330 kg /cum
15Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
16Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
17Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-550D or more.
18Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:, Cement mortar 1:6 (1 cement : 6 coarse sand)
19Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :, Cement mortar 1:6 (1 cement : 6 coarse sand)
20Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:, Cement mortar 1:4 (1 cement : 4 coarse sand)
21Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:, Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
2212 mm cement plaster of mix :, 1:6 (1 cement: 6 coarse sand)
23Finishing walls with Acrylic Smooth exterior paint of required shade :, New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
24Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
25Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement., 12 mm cement plaster
2615 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
2712 mm cement plaster finished with a floating coat of neat cement of mix :, 1:4 (1 cement: 4 fine sand)
28Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required., 1 run of cable
29Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required., 2 run of cable
30Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc. as required., 100 mm width X 50 mm depth X 1.6 mm thickness
31Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.l. suspenders including G.l. bolts & nuts, etc. as required., 150 mm width X 50 mm depth X 1.6 mm thickness
32Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required., 20 mm
33Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required., 25 mm
34Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required., Up to 35 sq. mm
35Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required., 90 mm dia (CD-90 mm & ID-76 mm nominal)
36Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required., 4 X 10 sq. mm (25mm)
37Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
38Providing and fixing 25 mm X 5 mm G.l. strip in 40 mm dia G.l. pipe from earth electrode including connection with G.l. nut, bolt, spring, washer excavation and re- filling etc. as required.
39Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required.
40Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing as required.
41Electric logging of bore hole to decipher potential aquifers and ground water quality.
42PATH LIGHT & BOLLARD LUMINAIRES Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect., CAT- AAA
43STREET LIGHT LUMINAIRES Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 52 watt to 72 Watt. Confirming to IP66 Protection complete in all respect., CAT- AAA
44G.I OCTAGONAL POLE Supply & fixing of 6 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with Double arm bracket 1 Mtr length in 1:2:4 RCC foundation bolt including the cost of foundati
45Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 10 sq. mm 4 core
46G.P. Switch Boxes, Supply and fixing of switch box 100 x 100 x 50 mm size of approved make made up of 1.0 mm thick ISI Marked G.P.sheet All 4 corners folded & spot welded for screw and holes plugged with PVC Nylon Caps . Two or more holes for pipe entry of 25.4 mm on upper and lower sides of the box. Holes shuld be semi-shuttered type and fitted with heavy brass Earth Piller duly screwed & brand name should be embossed. Box flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge.
47Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. (Incoming - 200 Amp TPN 1 No.), Outgoing -100 Amp. TNP-2 Nos., Cat. B. Cubicle Type
48Supply, installation, testing & commissioning of 5 MP Dome camera , ONVIF profile S , G& T ,UL , CE , FCC Certified ,1/2.7” Progressive Scan CMOS ,2.7 mm to 13.5 mm motorized varifocal lens , Quad stream with each stream support H.265 compression simultaneously ,min illumination : Color 0.05lux @ F1.2(AGC ON) ; B/W 0 lux @ IR ON , Shutter speed : 1 / 5s ~ 1 / 100,000 s ,WDR , Compression : H.265/H.265+/H.264/H.264+ .SD card support upto 256GB , Alarm trigger - 1 input / 1 output , frame rate : Main stream should support 25 fps@5MP ,Video analytics : Customer Flow staistics, Cross COunt, Heat Map, Human & Vehicle Detection, Pedestrian Intrusion Detection & Line cross Detection. Queue length detection, Regional population statistics, SOD-Stationaary Object Detection. , In built IR LED , IR Distance upto 45 meters , IP 66 ,IK10,POE.Audio -1 input/1 output complete etc. as required.
49Supply, installation, testing and commissioning of 5 MP Bullet camera ,ONVIF profile S,G & T. UL , CE , FCC,BIS Certified,OEM defined MAC address,1/2.7” Progressive Scan CMOS ,3.6 mm motorized varifocal lens , Quad stream Each stram support H.265 compression simultaneously ,min illumination : Color 0.05lux @ F1.2(AGC ON) ; B/W 0 lux @ IR ON , Shutter speed : 1 / 5s ~ 1 / 100,000 s , WDR , Compression : H.265/H.265+/H.264/H.264+ .SD card support upto 256GB , frame rate : Main stream should support 25/30 fps@5MP, Built in Mic, Video analytics : Customer Flow staistics, Heat Map, Human & Vehicle Detection, Pedestrian Intrusion Detection & Line cross Detection. Queue length detection Regional population statistics, SOD-Stationaary Object Detection, Motion Detection, Tempring Detection, Rare Sound Detection, License Plate Detection. Defog. Protocols:- TCP/IP, HTTP, DHCP, DNS, DDNS, RTP/RTSP, SMTP, NTP, UPnP, SNMP, HTTPS, FTP, P2P, UDP,PPPoE, Bonjour. In built IR LED , IR Distance upto 30 meters , IP 66 , POE complete etc. as required.
50Supply, installation, testing and commissioning of 5 MP PTZ Camera , UL,CE,FCC Certified , ONVIF profile S,G & Q , Quad stream,4.3-141.9mm focal length , 33 X Optical Zoom , 12 X digital Zoom ,Frame rate : 20 fps ,Shutter Speed : 1/5 ~ 1/100,000s , Inbuilt IR , IR distance upto 200 mtr , 2D / 3D noise reduction ,120 dB WDR , 360 deg endess pan , tilt -10 to 90 deg , auto flip support ,255 presets ,Auto pan ,Edge analytics : Pedestrian Intrusion Detection, Line cross Detection, Heat Map,Cross Count,Stationaary Object Detection, Vehicle Detection, face Detection, , SD Card supportup to 128GB , white balance-Auto/manual/indoor ,Fixed Iris, Alarm : 1 IN , 1 Out , Audio - 1 IN/1 Out,RS485,ROI,1xBNC IP 66 weather proof , Power : 24V AC/ POE+ /DC12V complete etc. as required.
51Supply, installation, testing and commissioning of 24 channel NVR , ONVIF compliant , recording bandwidth 640 Mbps , output interface 1 HDMI (up to 4K), 1 VGA , Alarm in/out :16ch in / 4ch out , 1 X RJ45 ethernet , iOS smartphone support , 4 HDD support , each HDD slot support upto 8 TB HDD , 1x3.0 USB for backup /upgrade , 2x 2.0 USB for mouse .Edge analytics of poposed cameras must be integrated with NVR . Artificial Intelligence Support having face recognition with compatible deep learning supported cameras, AIFace registered quantity upto 10,000 ,A.I maximum captured quantity 200,000. UL,CE,FCC certified complete etc. as required..
52Supply, installation, testing & commissioning of 8TB Surviellance Hard Disk complete etc. as required.
53Supply, installation, testing & commissioning of Full HD 55\\" LED Professional Display Panel having 350 NITS and above brightness, complete as required
54Supply, installation, testing & commissioning of Workstation PC: Intel(R) Core(TM) i7-3770 Processor (8M Cache, up to 3.90 GHz); RAM: 8GB (1x8GB) NonECC DDR3 1600MHz ; Keyboard: 12 function keys; Chassis: Tower/Workstation; DVD: 8X Slimline DVD+/- RW, Data Only; Dual Graphics Card; Network interface card: Integrated Intel(R) 82579LM Gigabit1 Ethernet LAN 10/100/1000; Hard disk: 250GB, 7200 RPM 3.5\\" SATA 6Gb/s Hard Drive; Operating system: Windows 7 Professional 64 Bit or latest complete etc. as required.
55Supplying, installing, testing and commissioning of 24 port 1U Cat 6 UTP Patch Panels available with block of four equipped with tool less IO, Rack Mountable. 19\\" Modular Patch Panel, loaded CAT6A U/UTP 24 port LCS2 rack mountable to be compatible in 4nos of 6 X RJ 45 Tool less connector U/UTP unit in a block. Standard & Approval : ISO 11801 2nd ED, EN 50173 2nd ED, EIA/TIA-568-B.2, NF C 20730, Standard 8077 - 603.8
56Supply, Installation, Testing & Commissioning of 24 Port POE+ Access Switches with switching capaticy of 128 Gbps, forwarding performance 92 Mpps, having 24 x 10/100/1000BASE-T PoE-plus(RJ45) with minimum PoE budget of 370W, with 4 x 10G SFP+ uplink ports. Should Non Blocking architecture , 16K MAC address. Should have Static Routing ,RIP,VRRP, OSPF from day 1,Should support ISSU from day 1 ,Should support stacking with min 12 members in a stack, Neighbor discovery, system logging, Telnet, SSH, SNMP, Network Time Protocol (NTP), IPv6 features from day 1 , MTBF Min 198000 Hr complete etc. as required.
57Supply, installation, testing and commissioning of following capacity (continuous loading) BEE 4 Star rated (Corresponding Level as per BIS amended upto date of receipt of tender) , 11/0.433 KV step down, 3 Phase 50 Hz, Dyn 11 vector group, ONAN (Oil Natural Air Natural) copper wound transformer (Electrolytic grade 99.9% pure copper, Core made of first grade Cold Rolled Grain Oriented (CRGO) Core grade MOH or better, suitable for out door/indoor applications with On Load Tap Changer (OLTC) on HV side having AVR relay and Remote Tap Changer Control (RTCC) for automatic sensing of incoming voltage, automatic operation of OLTC and facility for remote and manual operation of OLTC HV side in range of +5% to -15% in steps of 2.5%, having cable end boxes on HV side suitable for 3x300 sqmm XLPE cable of 11 KV grade, including bus trunking arrangement on LV side including supplying and laying of copper conductor multicore control cable from transformer to HT breaker/panel for safety tripping, complete with all accessories and safety provisions as per relevant IS Code including first filling of filtered dehydrated oil, i/c supplying and grouting of suitable M.S. Channel with all accessories and transformer shall be confirming to IS : 2026 (Part 1 to Part 5), IS : 1180 and duly ISI Marked and as per CPWD specifications complete in all respects etc as required at site. The maximum flux density in any part of the core and yoke at rated voltage and frequency shall be such that the flux density with + 12.5 percent combined voltage and frequency variation from rated voltage and frequency does not exceed 1.9 Tesla. The permissible temperature-rise shall not exceed 35 dg.C for oil and 40 dg. C up to 200 KVA and 40 dg.C for oil and 45 dg. C for above 200 KVA for winding. Inside of tank shall be painted with varnish or liquid resistant paint. For external surfaces one coat of thermo setting powder paint or one coat of epoxy primer followed by two coats of polyurethane base paint shallbe used. IS: 1180 (Part 3) shall be referred to for paint thickness for normal to medium corrosive atmosphere. For highly polluted atmosphere and special application external paint work shall be as per direction of Engineer-in-Charge. Design ambient condition : a) air temperature 50 deg C, b) Relative Humidity 90 % Max, c) Seismic Zone as per location of site, d) Altitude as per location/site. Noise level Shall not exceed limits as per NEMA TR-1 with all accessories running measured as per IEC 551 / NEMA standard. The transformer should have QR code which should contain drawing, test report OEM manual,Geo- Tag of manufacturing location etc. Marking Each transformer shall be provided with rating plate made of anodized aluminum/ stainless steel material securely fixed on the outer body, easily accessible,as per IS: 1180 Part-3. The entries on the rating plate shall be indelibly marked. Fitting and Accessories : The following fittings shall be provided:- a) Two earthing terminals with the earthing symbol b) Oil level gauge indicating oil level at minimum, 30°C and maximum operating temperature; c) Air release device (for non-sealed type transformers) d) Rating and terminal marking plates; e) Silica gel breather f) Drain-cum-sampling valve (¾″ nominal size thread, IS 554) preferably steel with plug for three phase transformers; g) Thermometer pocket with cap; h) Oil filling holes having (1¼″ nominal size thread) with cover (for sealed type transformers without conservator); i) Lifting lugs for the complete transformer as well as for core and winding assembly; j) Pressure relief device or explosion vent above 200 kVA; k) One filter valve on the upper side of the tank (for transformers above 200 kVA); l) Unidirectional flat rollers (for transformers above 200 kVA); m) Inspection hole (for transformers above 200 kVA); n) HV side neutral grounding strip (where one of the HV bushing terminal is connected to earth); o) Buchholz relay for transformers above 800 kVA. p) Arcing horns or suitable rating lightning arrestors for HT side – 3 Nos. q) Bird guard; r) Oil temperature indicator and winding temperature indicators for transformers above 200 kVA with suitable tripping mechanism above permissible limit s) Jacking pads (for transformer above 1600 kVA); t) Additional Neutral separately brought out on bushing for earthing. u) Magnetic oil level gauge (for transformer above 1600 kVA) with low oil level alarm contact; v) Non return valve (for conducting pressure test); w) Pressure relief device or explosion vent x). Monogram Plate y) Inspection cover z). Detachable type radiators with top and bottom shutoff valve. aa) Oil Conservator with Oil level indicator, minimum level marking and drain plug for all transformers of capacity 50 KVA and above. bb) Necessary hardware, clamps, lugs etc. for termination on HV/MV etc. for all transformers. - 63 KVA (losses at 50% loading < 340watt, losses at 100% loading < 1140watt)
58Providing and fixing of following sizes of PVC Flexibale Conduits suitable for various applications, halogen free, oil and petrol resistant, flame retardant, self extiguishing, high compressive strength and good wearing properties along with connectors complete with conduit gland & all accessories required.
59Direct Expansion air-conditioners with inverter technology Supply & installation of split Direct Expansion air-conditioners suitable for operation on A/C supply single phase 50 Hz 230Volts with hermetically sealed compressor with air cooled condenser with DC inverter technology, motor capacitor and start run capacitors, relay and overload protector internal unit, with one indoor and one outdoor unit. The condenser unit will be placed outside the room on the terrace to avoid noise including standard length of suitable size copper tubing covered with insulation tube. (High wall chored/cordless) suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit., 2.0 TR, BEE Star Rated: 5 Star, EER 3.4
60Direct Expansion air-conditioners with inverter technology Supply & installation of split Direct Expansion air-conditioners suitable for operation on A/C supply single phase 50 Hz 230Volts with hermetically sealed compressor with air cooled condenser with DC inverter technology, motor capacitor and start run capacitors, relay and overload protector internal unit, with one indoor and one outdoor unit. The condenser unit will be placed outside the room on the terrace to avoid noise including standard length of suitable size copper tubing covered with insulation tube. (High wall chored/cordless) suitable capacity 3 core sheathed/ PVC copper cable and a battery operated wireless remote unit., 1.5 TR, BEE Star Rated: 5 Star, EER 3.4
61Supplying, installation, testing & commissioning of 80 Ltrs. water storage capacity & 40 Ltrs/hr. cooling capacity full stainless steel body heavy duty water cooler, 4 Nos. taps complete with copper wound rotary compressor, Drain pipe etc. including mechanical and electrical connections with suitable size 3 core copper wire and plug complete as required.
62Supply, Installation, Testing and Commisioning of Water Filter/ Purifier UV Suitable for Online Purification with following specifications Pre Filter Pre Carbon block filter Post Carbon block filter Fully automatic operation with auto-on and Auto–Off facility.
63Supply, installation, Testing & Commissioning of 'Silent Type Diesel Generating set as per CPCB IV + or better norms along with having Prime Power Rating of KVA as below, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system & for 0.85 Load Factor, necessary arrangements Complete as per CPWD specifications, should Tag of manufacturing location, rating plate as per relevant IS Code etc. and consisting of the followings:(A) Diesel Engine:Turbocharged Diesel engine 4 stroke water cooled, multi cylinder, dynamically balanced fly wheel, electric start of suitable BHP at 1500 RPM suitable for above output of alternator at 40 Degree C, 50% RH & at 1000 Meter MSL , capable of taking 10% over loading for one hour after 12 hours of continuous operation. The engine will be with Electronic governor, Dry type Air filter with service indicator, first filling of engine fuel (after commissioning) lubricating Oil, Coolant and other consumables complete with all the required accessories, the Electronic governor shall be as per ISO 8528.The engine shall comply to the latest CPCB norms (CPCB IV + or better) and Conforming to BS 5514, BS 649, IS 10000, IS 10002, IS 13018 and as per CPWD specifications.(B) Engine mounted Instrument Panel fitted with and having digital display for following: (i) Start-stop switch with key (ii) Water temperature indication (iii) Lubrication oil pressure indication (iv) Lubrication oil temperature indication (v) Battery charging indication and Voltage indication (vi) RPM indication (vii) Over speed indication (viii) Low lubricantion Oil trip indication (ix) Engine Running Hours indication (x) Fuel Level (C) Alternator: Synchronous alternator rated of appropriate KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at 40 Degree C, 50% RH & at 1000 Meter MSL. The alternator shall be having Screen Protected Drip Proof (SPDP) enclosure IP23, brushless, continuous duty, dynamically balanced rotor, capable of taking 10% over loading for one hour after 12 hours of continuous operation, self cooled,self-excited and self-regulated through AVR conforming to IS13364(Part 2)/IS: 4722/BS 2613 suitable for tropical conditions and with class- H insulation. (D) Base Frame & Foundation: Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer. (E) FUEL TANK:Daily service fuel tank of suitable liters capacity as per CPWD Specifications,fabricated out of 3 mm thick M.S. sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class 'C' pipes of suitable dia. Complete with valves, level indications & accessories as required as per specifications. (F) Exhaust System:Dry exhaust manifold with hospital type exhaust silencer and catalytic convertor.(G) Starting System: 12V/24V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation complete with suitable numbers of batteries (180 AH capacity lead acid SMF type) as required as per specifications. The battery shall be housed inside the acoustic enclosure of DG Set. (H) Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air in to the atmosphere and the temperature rise inside the enclosure, noise level outside enclosure. The acoustic enclosure should be suitable for cable connection/connection through bus-trunking. Such arrangements on acoustic enclosure should be water proof & dust-proof conforming to IP-65 protection. The enclosure shall be as per CPCB IV + or better norms etc. and as per CPWD specifications. (I) AMF Panel: Free standing floor mounted IP 42 automatic mains failure control panel including auto by-pass, suitable for KVA as below for silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, Kilo Volt Ampere Reative Hour (KVARH), KVA (Phase & Total), KW & provision for overload, short circuit, restricted earth fault, under frequency, power (aluminum) and control (copper ) cabling of suitable size upto 15 meter between AMF panel, LT Panel and DG Set including connection interconnection etc. as required, all complete and inter locking and communication/ Ethernet /RS485/SNMP port open protocol for BMS integration including suitable software, the panel shall be of DG Set OEM make etc. as per approved by Engineering in charge and including the following: 1. Suitable numbers and appropriate capacity 4 pole motorised electrically operated draw out with cradle type 3 position ACB/ MCCB with electronic release for O/C & E/F and shunt trip. 2. Auto/Manual/Test/Off selector switch - 40 KVA
6415 mm cement plaster on rough side of single or half brick wall of mix :, 1:6 (1 cement: 6 coarse sand)
65Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
66Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- olling the sub grade and disposal of surplus earthwith lead upto 50 metres.
67Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge., 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.
68Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
69Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level., All types of soil, 400 mm dia
70Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge.
71Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge., 150 mm nominal size dia having minimum wall thickness 5.00 mm
72Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge., 200 mm nominal size dia having minimum wall thickness 5.40 mm
73Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge., 150 mm nominal size dia
74Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge., 200 mm nominal size dia
75Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
76Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:, 200 mm dia
77Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete., 200 mm clamp
78Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I)., 150 mm dia
79Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:, With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
80Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :, 100 mm dia nominal bore
81Providing and fixing gun metal non- return valve of approved quality (screwed end) :, 80 mm nominal bore, Vertical
82Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications., BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified, 100mm dia
83BUTTERFLY VALVE (MANUAL) with C I body SS Disc, Nitrile Rubber Seal & O- Ring PN 16 pressure rating for chilled water/hot eater circulation as specified 100 mm dia with all flange and fittings complete
84Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work, 50 mm dia. nominal bore
85Providing , fixing and lowering of vertical submersible borewell pump complete in all respects discharge 300 LPM & 50 M head with submersible power cable , guide wire and heavy class MS clamp etc. Aprox HP 2 to 3.0 H.P.
86Supply and laying of coper submersible cable 3x4 sqmm for borewell
87Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
88Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
89Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :, Screened through sieve of I.S. designation 16 mm
90Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
91Fine dressing of the ground.
92Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
93Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
94Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately)., With grass Turf
95Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
96Providing and stacking of Jasmine humile (Yellow) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
97Providing and stacking of Plumeria alba of height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
98Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge.
99Providing and Displaying Geranium double variety having 30 cm ht., in different colour well developed with fresh & healthy foliage (3 in one) well bloomed in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.
100Providing and Stacking of Tulsi of ht. 30 cm with multi branches in Poly bag of size 20 cm. as per direction of the officer-in-charge.
101Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.
102Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.
103Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.
104Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v
105Providing and fixing soil, waste and vent pipes :, 100 mm dia., Sand cast iron S&S pipe as per IS: 1729.
106Providing and fixing terminal guard:, 100 mm, Sand cast iron S&S as per IS - 1729
107Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality, M D - 10, Square shape 450 mm internal dimension
108Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design., With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
109Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :, All kinds of soil, Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
110Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :, 100 mm diameter
111Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :, 150 mm dia. R.C.C. pipe
112Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :, 150 mm diameter S.W. pipe
113Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:, 150 x 100 mm size P type., With sewer bricks conforming to IS : 4885
114Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :, Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
115Extra for depth for manholes, Size 90x80 cm, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
116Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :, 0.91 m deep with S.F .R.C. cover and frame (heavy duty , HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
117Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
118Providing and fixing C.I. tee at the inlet and outlet of septic tank. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56290315
AUTHORITY Local Bodies
TENDER VALUE 1.04 Crore
LAST DATE 23-07-2026
Authority
Authority Name Lucknow Development Authority
Work Description Tender for Work Of Permanent Site Office Development Built For The Implementation Of Varun Vihar Yojana.
Basic Detail
Tender No 55/E-NIVIDA/CE/2026-27(02)
Bidding Type Tender
Location
City Lucknow
State Uttar Pradesh
Key Dates
Publish Date 03 Jul 2026
Submission Date 23 Jul 2026
Open Date 24 Jul 2026
Finance
Tender Value 1.04 Crore
Tender Fee 4366
EMD 3.12 Lakhs
Exemption Not Available
Document List
98417af4-00da-4287-8d4d-914751a5a209.html
BOQ_2187327.xls
T2.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 03, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 23, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Jul 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 20 days

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98417af4-00da-4287-8d4d-914751a5a209.html

xls

BOQ_2187327.xls

pdf

T2.pdf

pdf

Tendernotice_1.pdf

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