Public Administrative Department Local Bodies Closing in 1 days TDR #55964364

Tender For Construction Work Of Workshop Of Municipal Corporation Meerut Under Chief Minister Global Nagarodaya Yojana In Jdp Meerut

Issued by Local Bodies · Meerut, Uttar Pradesh
Tender Value
2.66 Crore
Estimated cost
Bid Submission
03 Jul 2026
1 days left
EMD
15.32 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Work Of Workshop Of Municipal Corporation Meerut Under Chief Minister Global Nagarodaya Yojana In Jdp Meerut

BOQ

Name of Work:- Construction work of workshop of Municipal Corporation Meerut under Chief Minister Global Nagarodaya Yojana in JDP Meerut
Sl. No. Item Description
1SHED AREA: Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
2Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. all kind of soil i) 0.00 to 1.50 mtr. Depth
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mAll kind of Soil
4Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil BELOW GROUND 1.5 TO 3.00 M
5Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
6Providing 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)
7Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
8Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
9Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measured as per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m. (4) treatment of soil along external parameter of building 7.50 lire per sq.m.
10Providing 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
11Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
121:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) In Slab
13Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
14Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth & above Plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
15Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
16Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
17Suspended floors, roofs, landings, balconies and access platform
18Lintels, beams, plinth beams, girders, bressumers and cantilevers
19Columns, Pillars, Piers, Abutments, Posts and Struts
20Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
21Brick 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 1:4 (1 cement : 4 coarse sand)
22Brick work with common burnt clay F.P.S. (non modular) bricks of class -150 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)
23Cement concrete flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 52 mm thick with 20mm nominal size stone aggregate.
24Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick
25Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an evarage of 22.5 cm depth , dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres
26Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
27P/Laying of GSB with local materials (table 400.13) by mix in place method normal construction of GSB by providing local material spreading in uniform mixing by mix in place method with rotavator at once and compacting with smooth wheeled roller to achiever the desired density complete as per clause 401.4 as per technical specification clause 408.
28Providing and laying RCC pavement of Mix-25 with ready mixed concrete from batching plant . The ready mix concrete shall be laid and finished with screed board vibrator, vaccuum dewatering process and finally finished by floating , brooming with wire brush etc. complete as per specification and direction of Engineer - in- charge
29Extra for M 30 instant of M 25 grade
30Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
31Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
32P & A of 15 mm cement plaster on rough side of single or half brick wall of mix1:4 (1 cement: 4 coarse sand)
33Provinding & Applying of 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
34Provinding & Applying of 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
35P & A of 15 mm cement plaster on rough side of single or half brick wall of mix1:4 (1 1:6 (1 cement: 6 coarse sand)
36Providing 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.
37Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
38Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specificationTwo or more coats on new work
39Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
40Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. completeHot finished welded type tubes
41Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
42Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete Ridges plain (500 - 600mm)
43Gutter (600 mm over all girth)
44Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
45Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250x10mm
46Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 300x16mm i) 300 x 16 mm
47Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125mm
48Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
49Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee with door 100 mm
50Coupler 100 mm
51Single tee without door 110x110x110 mm
52Bend 87.5° 100mm Bend
53Shoe (Plain) 100 mm Shoe
54Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
55Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams
56Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
57Providing and laying \\"brick coba\\" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T&P etc complete for proper completion of work.
58Brick edging 7cm wide 11.4cm. deep to plinth protection with bricks of class designation 75 including grouting with cement mortar 1:4 (1 cement : 4 fine sand)
59Construction of open surface drain of size 450 x 300 mm including earthwork, PCC 1:4:8, Brickwor in 1: 4 , 1 cement :4 coarse sand, 18 mm thick plaster with neat cement, and 40 mm thick cement concrete flooring as per direction of Engineer in charge.
60Preparing of DPR, Design, Drawing, Vetting Charges & Local Body Approval
61Tubewell Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All type of Soil
62Boring/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.
63Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia
64Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.100 mm Nominal Size dia
65Gravel 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.
66Providing 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-incharge.
67Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65MM DIA
68Development 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.
69Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm Dia
70Providing 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.100 mm clamp
71Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).100 mm Dia
72Supply of water for boring/drilling.
73P/Fixing of 7.5 HP Submersible pump of Crompton Make
74Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
75Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB's shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc.The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. Incoming 63 Amp MCCB -1 No & out going 32 Amp- 2 nos Cat B Pannel Cubicle type
76Supply & Installation of Chlorinator
77Protection Ring cutout, electric residance rubber sheet
78Cement plaster (1:3) finished with a floating coat of neat cement.20 mm Cement Plaster
79Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
80Providing and fixing C.I. tee at the inlet and outlet of septic tank.
81Providing & fixing 75mm dia vent pipes.
82Providing & fixing of 75mm dia cast iron terminal guard.
83Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. HD . -20- Circular shape 560mm internal diameter
84Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.
85EXTERNAL WATER SUPPLY LINE Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia
86Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm dia
87Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore
88Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 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 :
89Sand Filling in plinth i/c supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work and i/c watering dressing etc.
90T&P and Machinery: Hydraulic two post lift floor plate 4 ton Capacity
91Air compressor 5 HP with Crompton Motor
92Digital Tyre lnflator
93Axis Pneumatic gun 1/2\\"
94Axis Full Wave Battery Charger
95Axis injector cleaner
96Washing hoist 4 ton Capacity
97Battery Tester
98Tyre Changer
99Axis waste oil collector
100Axle stand
101Paint Booth
1026 Drawers service tool cabinet with tools
103High qualtity multi toolkit containing pliers, spanners, drivers, sockets, bits, wrenches & ratchets
104Safety equipment tool kit for mechanics with nylon safety gloves
105Welding Machine >10<=15kVA
106Oxygen Gasoine Matel Cutting Torch System with cutting capacity up to 14 inch
107Mid Steel Heavy Duty Storage Racks
108Fire Estinguishes
109Furnitures (10 MS table and 10 chairs)
110Supply of 20 KVA wheel Mounted Diesel Generator Set (wheel mounted)
111Concrete Breaker
112Hydraulic Bottle Jack
11325 kVA Water Cooled(ThreePhase)DG set with Engine Model 3R550ETA 4G1 & coupled with KG-make Alternator with Standard Panel, Acoustic Enclosure & Base frame
11458.5kVAWaterCooled(ThreePhase)DG set with Engine Model 4R810ETA 4G1 & coupled with KG-make Alternator with Standard Panel, Acoustic Enclosure & Base frame
115Supplying, installation, testing and commissioning of welding machine single phase 20-250amp current
116Supplying, installation, testing and commissioning of ARC welding machine (GAS WELDING)
117Supplying, installation, testing and commissioning of MIG welding machine single phase
118Supplying, installation, testing and commissioning of TIG welding machine single phase
119Supplying, installation, testing and commissioning of metal cutting machine single phase
120Supplying, installation, testing and commissioning of tile cutting machine single phase
121Supplying of car spare parts tool kit (pipe wrinch, testor, plliar, screw driver etc.)
122Supplying, installation, testing and commissioning of high pressure car washing machine
123Supplying, installation, testing and commissioning of high pressure car vaccum cleaner, 60 ltr
124Supplying, installation, testing and commissioning of tyre pressure machine
125Supplying, installation, testing and commissioning of gas cylinder
126Installation Charges including Foundation work
127SUB-HEAD - I : INTERNAL WIRING Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group -B
128Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 1.5 sqmm +1 X 1.5 sqmm earth wire
1292 X 2.5 sqmm +1 X 2.5 sqmm earth wire
130Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required 75mm X 75mm X 60 mm deep
131100mm X 100mm X 60 mm deep
132Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required.
133Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
134Supply and fixing of following sizes of steel conduit along with accessoreis in surfcae/ recess including painting in case of surface conduit or cutting the wall and making good the same in case of recessed conduit as required. 20mm dia conduit
13525mm dia conduit
136SUB-HEAD II - FANS & LIGHT FIXTURES: LED Batten light (System lumen efficacy ≥120 <135 lm/Watt) Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect. CAT- AAA
137Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required
138Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as requiredupto 450mm sweep
139Supply, Installation, Testing and Commissioning of 1200 mm sweep,BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC)Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum)
140Supplying, installation, Testing & Commissioning of LED Recessed / surface Down lighter (Round / square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating temp range -15 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry), life time of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. \\"complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C).
141Supplying, erection, connecting, testing and commissioning of following size heavy duty exhaust fan complete with gravity louver and connection with 3 core flexible wire including MS drum as required. 300 mm 900 RPM HD Exhaust Fan.
142SUBHEAD- III: M.V. PANELS/ DISTRIBUTION BOARD Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 Way (4+12) Double Door
143Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required Single Pole
144Supply and fixing of 63 Amp. FP MCB (10 KA) C Curve. CAT A
145SUB-HEAD -IV : L.T. CABLES Supply & Laying of Aluminium Conductor PVC insulated armoured served sheathed cable 1100V grade at a depth of 750mm below ground level over a cushion of 75 mm thick sand all around and protted with burnt bricks on side and on top as directed by E/I complete in all respect including excavation and refilling. The armounring of cable shall be properly connected with earth conductor by clamps etc. 35 sq.mm 3½ core
146S&M end termination with brass compression gland and aluminium lugs for following size of PVC insulaterd * PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ x 35 Sqmm (32mm)
147Supplying and making outdoor end termination with cast resin compound including aluminium lugs and other jointing materials for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3½ X 35 sq. mm
148P & L of lowolling dia RCC pipe NP2 (light duty) in ground complete with RCC collers, jointing with cement mortor 1:2 including trenching & re filling etc as required. 150mm dia
149SUB-HEAD -V : EARTHING Supply & laying 25mmx5mm GI strip at .05 m from Ground las strip earth electrorode including connection/ terminating with GI Nut bolt Spring, washer etc as required (jointing shall be done by overlaping and with 2 stes of GI nut bolt & spring washer apaced at 50mm).
150Supply and burring of Safe Earthing Electrode T-39 Cu Copper Coated, Length up to 3000mm, outer pipe 76.3mm x 3.2 inner pipe 42.4mm x 2.6mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonry housing. (From electrode terminal to switch board, cost of 25 x 3 Copper Strip will be extra).Make: As approved in U.P. P.W.D., & C.P.R.I. Certified
151Supply and fixing of 7 mtr. G.I. Octagonal pole of approved make (top dia 01 No . 21657.00 )302.00 \\" 70 mm, Bottom dia 130 mm & Base plate 12 mm thick) having 3 mm, thickness with single arm bracket length of I mtr. length in I :2 :4 RCC foundation boh including the cost of foundation , excavation & back filling and Required T & P complete in all respect.
152LED Street light fixture, powder coated pressure die cast aluminum body (System lumen efficacy ≥135 lm/Watt) Supplying, installation, Testing & Commissioning of Street light LED fixture, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range-15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%, THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >80, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report CCT 3000°K /4000°K / 5700°K/6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 Im/Watt output. LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C). 100 watt
153Supply and fixing of 240 volts C Curve 6-32 amp SP miniature circuit breaker (10 KA) in existing MCB, DB complete with connections as required. CAT A
154supply and fixing following capacity of automatic street light cubicle control pannel with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 seeries with contactors, HRC fuse, isolating switch, metering instrument and instrument box with CTs etc.complete in all respect. 40 A TPN
155Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
156Supply 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. 16 sq. mm 4 Core
15735 sq.mm 3½ core
158Earthing Work : Supply and burying of Safe Earthing Electrod T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mmx3.2mm, inner pipe 26.9mm x 2.6 mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCm) having anti corrosive & conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing.(From electrode terminal to switch board,cost of 25x3 G.I. Strip will be extra) Make : As approved in U.P.P.W.D. & C.P.R.I. Certified.
159Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
160Supply and fixing of two number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of work as directed at side.
161Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. 100mm Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 55964364
AUTHORITY Local Bodies
TENDER VALUE 2.66 Crore
LAST DATE 03-07-2026
Authority
Authority Name Meerut Municipal Corporation
Work Description Tender for Construction Work Of Workshop Of Municipal Corporation Meerut Under Chief Minister Global Nagarodaya Yojana In Jdp Meerut
Basic Detail
Tender No 423/SNV-6T/2026
Bidding Type Tender
Location
City Meerut
State Uttar Pradesh
Key Dates
Publish Date 13 Jun 2026
Submission Date 03 Jul 2026
Open Date 03 Jul 2026
Finance
Tender Value 2.66 Crore
Tender Fee 5900
EMD 15.32 Lakhs
Exemption Not Available
Document List
ada33457-18d3-41bb-b968-4189a1c62007.html
BOQ_2174568.xls
NNMT2.pdf
Tendernotice_1 (21).pdf

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Tender Timeline

Jun 13, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 03, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Jul 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 1 day

Tender Documents

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html

ada33457-18d3-41bb-b968-4189a1c62007.html

xls

BOQ_2174568.xls

pdf

NNMT2.pdf

pdf

Tendernotice_1 (21).pdf

TenderDetail
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