Indian Tenders

Tender Notice

TDR 54388236
Tendering Authority Meerut Municipal Corporation
Tender No 9033/SNV-4RT-AV/2026
Tender ID 2026_NNMEE_1121573_2
Tender Brief Tender For Ward-32: Ward-32: Widening Of The Road From Commissioners Office Choraha Via Ambedkar Choraha To Police Line Gate No. 03 (Circuit House Square), Installation Of Street Lights On The Footpath Along With Footpath And Divider.
City Meerut
State Uttar Pradesh
Document Fees INR 5900 /-
EMD INR 2090682.0 /-
Tender Value INR 3.78 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Ward-32: Ward-32: Widening Of The Road From Commissioners Office Choraha Via Ambedkar Choraha To Police Line Gate No. 03 (Circuit House Square), Installation Of Street Lights On The Footpath Along With Footpath And Divider.

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: Ward-32: Widening of the road from Commissioners Office Choraha via Ambedkar Choraha to Police Line Gate No. 03 (Circuit House Square), installation of street lights on the footpath along with footpath and divider.
Sl. No. Item Description
1Earth 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 for all lift, as directed by Engineer-in-charge. All kinds of soil.
2Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
3Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25.
4Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
5Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).
6Providing 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
7Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the 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 as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
8Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On W.B.M / W.M.M. @ 0.4kg/sqm.
9Providing 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.
10Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete.
11Finishing 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.
12Providing 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.
13Providing 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
14Supply & 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.
15Supply & 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 double 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.
16Supply 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
17Supplying 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)
18Supply 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
19Supply 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
20Earthing 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.
21S/F OF 25x 5 mm GI strip for earthing on G.I clamps on surface complete in all respect
22Supply 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.
23Supply 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
24Supply 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.
25Supply 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.
26Earth 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.
27Plain 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.
28RCC Grade M25 using batching plant transit mixer & Concrete pump
29Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
30Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
31Providing 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
32Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
33Planting and Maintaining of Flowering Plants and Shrubs Planting flowering plants and shrubs in central vergeUnit = Running metres 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.
34Construction 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
35Providing 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.
36Excavation 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.
37Cement 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.
38Cement concrete work in1:2:4
39M-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
4012 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc.
41Steel 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
42Providing 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
43Paniting 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.
44Providing and installatino of Submersible Pump (2HP) with all fittings and standpost including 200 ft depth boring.
45Preperation of DPR including Design, Drawing and Survey Please Enable Macros to View BoQ information

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