Indian Tenders

Tender Notice

TDR 54397168
Tendering Authority Meerut Municipal Corporation
Tender No 9033/SNV-4RT-AV/2026
Tender ID 2026_NNMEE_1121573_3
Tender Brief Tender For Ward-32: Interlocking Work Along The Road From Imli Chauraha Via Stadium To Commissioners Office, And Landscaping/Floral Decoration On The Middle Divider And Installation Of Street Lights On The Footpath.
City Meerut
State Uttar Pradesh
Document Fees INR 5900 /-
EMD INR 1495384.0 /-
Tender Value INR 2.59 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Ward-32: Interlocking Work Along The Road From Imli Chauraha Via Stadium To Commissioners Office, And Landscaping/Floral Decoration On The Middle Divider And Installation Of Street Lights On The Footpath.

Key Dates

Publish Date 02-03-2026
Last Date of Bid Submission 10-03-2026
Tender Opening Date 10-03-2026

Contact Information

Company Name Meerut Municipal Corporation
Contact Person CHIEF ENGG NAGAR NIGAM MEERUT
Address NNM

BOQ Items

Name of Work:- Ward-32: Interlocking work along the road from Imli Chauraha via Stadium to Commissioners Office, and landscaping/floral decoration on the middle divider and installation of street lights on the footpath.
Sl. No. Item Description
1Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With rapid setting bitumen emulsion. On W.B.M. @ 0.75 Kg / sqm
2Providing and laying Bituminous concrete using crushed stone aggregatesof specified grading, premixed with bituminous binder and filler, transportingthe hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directionsof Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
3Providing 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.
4Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface.
5Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work.
6Providing and laying of hot applied thermoplastic compound 5 mm Thick of yellow colour inculding reflectoting glass beads @ 250 gms per sqm area ,thickness of 5mm is exculsive of surface applied glass beads as per IRC:35 Clause 11.2 & annexure A table A2 .The finished surface to be level ,Uniform and free from streaks and holes.Rates are inclusive of all cess royality etc. All T7P/Machine material and labour Required for proper completion of work but excluding GST. Repeated Bars with Thermoplastic Paints 21*0.3*6.7*6=253.26
7Supply & fixing of 9 mtr Gl Octagonal Pole of approved make (top dia 70mm, Bottom dia 155mm and base plate 12mm thik) having 3mm thikness with single arm bracket 1 Mtr length in 1:2:4 RCC oundation bolt including the cost of foundation, excavation & back filling and Required T&P completee in all respect.
8Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 75 to 90 Watt. Confirming to IP 66 Protection complete in all respects. CAT AAA
9Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side ip, heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect.
10Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respects. CAT AAA
11Supplying 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.63MM DIA (OD-63NN& ID-51MM NOMINAL)
12Supply and laying of aluminum conductor PVC insulated armored served sheathed cables 1100Volts 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 EngineerIncharge, complete in all respect. The armoring of the cable shall be properly connected with the earth conductor by clamps etc.10 sqmm 4core
13Supply and laying of aluminum conductor PVC insulated armored served sheathed cables 1100Volts 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 EngineerIncharge, complete in all respect. The armoring of the cable shall be properly connected with the earth conductor by clamps etc.25sqmm 3.5core
14Earthing with GI earth pipe 4.5 Mtr long, 40 mm dia includin accessories and providing masonry encloser with cover plate having locking arrangement and watering pipe etc. with charcole, coke and salt as required.
15S/F OF 25x 5 mm GI strip for earthing on G.I clamps on surface complete in all respect
16Supply and laying 6 SWG G.I. Wire at 0.50 Meter below ground level for conductor earth electrode, including connection/termination with G.I. thimble etc. as required.
17Supply and fixing following capacity of automatic street light cubicle control panel painted with anti-corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.25 A TPN
18Supply and fixing 2.5sq mm 3 core PVC insulted round sheathed copper conductor for bottom of pole to top of pole (for high mast) complete in all respect. As per direction of Engineer In charge.
19Supply and fixing 1.5sq mm 3 core PVC insulted round sheathed copper conductor for bottom of pole to top of pole (for street light) complete in all respect. As per direction of Engineer In charge.
20Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
21Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
22Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
23Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
24Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 50 mm thick compacted bed of 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. complete all as per direction of Engineer-in-Charge.
25Providing 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
26Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
27Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
28Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
29RCC Grade M25 using batching plant transit mixer & Concrete pump
30Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
31Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
32Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
33RCC Grade M25 using batching plant transit mixer & Concrete pump
34Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
35Excavation in foundation in ordinery soil (loam,caly or sand) i/c lift upto 1.5 m and lead upto 30 m and i/c filling watering and ramming of excavated earth.
36Cement Concrete with 4.0 cm. gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including , supply of all material T&P etc.
37Cement concrete work in1:2:4
38M-150 brick work in 1:4one cement and four course sand mortar in superstructure including supply of all materials labour, T & P etc required for proper complition of the work
3912 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc.
40Steel work welded in built up section/framed work i/c cutting,hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel steel etc as required in gratings,frames,guard,bar,ladder,railings,bracket,gates,and similar work
41Providing and fixing G I chain link fabric fencing of required width in mesh size 50X50 mm i/c strengthening with 2mm dia wire or nuts bolts and washers as required complete as per the direction of engineer in charge. Made of G I wire of dia 4mm PVC coated to achieve outer dia not less than 5 mm in required colour and shade
42Paniting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq Metre) paint (British antesol or equivalent) including supply of all materials labour Tools & plants etc required for proper completion of the work paint to be used ISI Marked.
43Digging holes in ordinary soil and refilling, the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplun earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately): HOLES 45CM DEEP, 45 CM DIA
44Foxtail palim ht. 180-210 cm poflom girth 25-30 cm well developed in big size HDPE bag
45Plantation of Trees, Shrutis, and Hedge al site ic watering and removal of unserveiceable material as per direction of officer in charge (excluding cast of plant & water) 5.40 257 (1) Trees Plant Each
462.57.3 hedge plant/ ground cover each 2.15
472.57.2 shrubs plant each 3.20 plants/ ground cover each 2.15
48Anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around 2018 2.57 the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge
49Supplying 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) : 2.4.1 Screened through sieve of I.S. designation 20 mm
50Add: Providing and installatino of Submersible Pump (2HP) with all fittings and standpost including 200 ft depth boring.
51Preperation of DPR including Design, Drawing and Survey Please Enable Macros to View BoQ information

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