Public Administrative Department Local Bodies Closing in 4 days TDR #56571681

Tender For Construction Work Of Vending Zone In Front Of Zonal Park In Ganganagar And Near The Railway Gate On Pawli Khas Road.

Issued by Local Bodies · Meerut, Uttar Pradesh
Tender Value
3.41 Crore
Estimated cost
Bid Submission
05 Aug 2026
4 days left
EMD
19.06 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 Vending Zone In Front Of Zonal Park In Ganganagar And Near The Railway Gate On Pawli Khas Road.

BOQ

Name of Work:- Construction work of vending zone in front of Zonal Park in Ganganagar and near the railway gate on Pawli Khas Road.
Sl. No. Item Description
1176 Shop work Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by
2Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 6.1.2 Cement mortar 1:4 (1 cement : 4 coarse sand)
31:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
41:4:8 (1 Cement : 4 coarse sand (zone-III) derived frombnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
512 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand)
6Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. completeat all levelsGranite stone slab all colour and texture except black, Cherry/ Ruby red
7Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mmthick cement mortar 1:4(1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
8Providing corrugated G.S. sheet roofing including vertical / curved surfacefixed with polymer coated J or L hooks, bolts and nuts 8 mm diameterwith bitumen and G.l. limpet washers or with G.l. limpet washers filledwith white lead, including a coat of approved steel primer and two coatsof approved paint on overlapping of sheets complete (up to any pitchin horizontal/ vertical or curved surfaces), excluding the cost of purlins,rafters and trusses and including cutting to size and shape whereverrequired.1.00 mm thick with zinc coating in all com
9Steel 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
10Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length and jointedtogether at the end by end locks, mounted on specially designed pipeshaft with brackets, side guides and arrangements for inside and outsidelocking with push and pull operation complete, including the cost ofproviding and fixing necessary 27.5 cm long wire springs manufactured10.6.110.6.2kgkgsqmsqmsqmsqmfrom high tensile steel wire of adequate strength conforming to IS: 4454part 1 and M.S. top cover of required thickness for rolling shutters
11Providing and fixing ball bearing for rolling shutters.
12PaintingSteelworkwithDeluxeMultiSurfacePaint to give [email protected]/10 sqm [email protected]/10sqm of approvedbrand and manufacture
13Wiring point for light with 1.5 sqm. m PVC insulated single core cable including PVC conduit pipe (S.I. No. 131C)
14S/F of 6 Amp to 32 Amp. SPMCB of As SI No. 1003 (B)
15Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. a) 15 mm dia. nominal outer dia Pipes
16b) 20 mm dia. nominal outer dia Pipes
17Dovelopment work Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer-in- charge
18ConstructionofGranularsubbasebyproviding close gradedmaterial (53mm-9.5mm=50%, 9.5mm-2.36mm20%&2.36mmbelow30%) mixing in amachanicalmix plant at OMC, Carriage of mix materials to work site, spreading in uniform layers withmortar graderonpreparedsurfaceandcompacting withvibratorypower roller toachieve the desire dencity complete as per clouse 401.
19Providing 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. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.
201:4:8 (1 Cement : 4 coarse sand (zone-III) derived frombnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
21Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 6.1.2 Cement mortar 1:4 (1 cement : 4 coarse sand)
221:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
2312 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand)
241:1.5:3 (1 cement : 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
25Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
26Chequerred precast cement concrete tiles 22 mm thick in footpath |& courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles Medium shade pigment using 50% white cement 50% Grey cement, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 Coarse sand). DSR 11.20.2
27Providing and fixing stainlees steel (Grade 304) railing made of hollow tube, channels, plates, etc., including welding, grinding, buffing , Polisihing and making curvture (whereever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with neccesary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of thr floor side of the waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fastners etc.) S.I.NO-10.28/ D.S.R-2023
28Providing 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), cluding making joints with or without rooves (thickness of joints except at sharp curve shall not to more than 5mm), ncluding making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging hall be measured for payment). (Precast C.C. kerb stone shall be approved byEngineer-in-charge).
2913.80Providingandapplyingwhite cement based putty of average thickness 1mm, of approvedbrandandmanufacturer, over the plasteredwallsurfacetopreparethesurface even and smooth complete
30Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
31Su-Kam LED Solar Light 15 watt 35 W pannel in all complete
32p/fixing of 5 cost iron bench made up of 13 M.S Sqm tubes (50x25mm) in lenth 1500mm size decorative stand/legs
33p/fixing of 70x2 litters twin dustbin hpde completed
34submarsebil pump 2HP lubimark isi in all com work
35Digging 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
36Foxtail palm ht. 180-210 cm poflom girth 25-30 cm well developed in big size HDPE bag
37Plantation 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 2571 Trees Plant Each
38hedge plant/ ground cover each 2.15
39shrubs plant each 3.20 plants/ ground cover each 2.15
40shrubs plants
41Anti-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
42ADD 1% Contingency Rs. 338016.17 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56571681
AUTHORITY Local Bodies
TENDER VALUE 3.41 Crore
LAST DATE 05-08-2026
Authority
Authority Name Meerut Municipal Corporation
Work Description Tender for Construction Work Of Vending Zone In Front Of Zonal Park In Ganganagar And Near The Railway Gate On Pawli Khas Road.
Basic Detail
Tender No 675/SNV-4RT/2026
Bidding Type Tender
Location
City Meerut
State Uttar Pradesh
Key Dates
Publish Date 21 Jul 2026
Submission Date 05 Aug 2026
Open Date 05 Aug 2026
Finance
Tender Value 3.41 Crore
Tender Fee 5900
EMD 19.06 Lakhs
Exemption Not Available
Document List
272806f2-370a-48c1-96ce-76c72497d90c.html
BOQ_2198061.xls
NNMT2.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Aug 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

272806f2-370a-48c1-96ce-76c72497d90c.html

xls

BOQ_2198061.xls

pdf

NNMT2.pdf

pdf

Tendernotice_1.pdf

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