Public Administrative Department Local Bodies Closing in 8 days TDR #57873197

Tender for Tender for Construction Of Verandah And Boundary Wall At Public Place In Bandh Ki Dhani Near Tejaji Temple And Other Development Work In Ward No. 01

Issued by Local Bodies · Jaipur, Rajasthan
Tender Value
10 Lakhs
Estimated cost
Bid Submission
14 Oct 2026
8 days left
EMD
20000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of Verandah And Boundary Wall At Public Place In Bandh Ki Dhani Near Tejaji Temple And Other Development Work In Ward No. 01

BOQ

Name of Work:- okMZ ua- 01 esa rstkth eafnj ds ikl ca/k dh
Sl. No. Item Description
1Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m
2Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks
3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size)
4Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
5Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
6Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. Columns, Pillars, Piers, Abutments, Posts and Struts.
7Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.
8Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand)
9Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.
10Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
11Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix)
12Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
13Half brick masonry with FPS brick of class designation 75 infoundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand)
14Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. 1:6 (1 cement : 6 fine/ coarse sand)
15Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
16Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
17Kota stone slabs 25 mm thick in risers of steps, skirting, dado andpillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3coarse sand) and jointed with grey cement slurry mixed with pigmentto match the shade of the slabs, including rubbing and polishing complete.
18Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4coarse sand) :Area of each slab 2001 to 5000 sqcm
19Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design.
20Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading 20x3mm with suitable screw at not exceeding 150mm distance etc. complete.
21Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia,steel pulleys complete with bolts, nuts, locking arrangement,stoppers, handles, including applying a priming coat of approved steel primer.
22Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes 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. 110 mm diameter
23Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI >70,minimum life time of minimum 25000 Burning Hours with , 70% ofintial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum powerconsumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.).Manufactures Word Mark/ Name Engraved/ Embossing/ Screenprinting on housing. OEM must have its own in house NABL labsetup for all testing facilities for LED fixtures. (LM79/LM80)certificate / Report from OEM shall be submitted. All as per preapproved by engineer in-charge . for additional technical parametersof product/ work, refer Annexure \\"A\\" attacheded with this BSR.2/3 Watt
24Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter-53, 54 & 56 for additional technical parameters of product / work refer Annexure 'A' attached with this BSR
25Short point (up to 3 mtr.)
26Medium point (up to 6 mtr.)
27Long point (up to 10 mtr.)
28Rewiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominalsize FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathedflexible copper earth conductor 1.1 kV grade(IS:694) in recessedISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it'sISI marked (IS:3419-1988) accessories, 1.2 mm thick MS box withearth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy / Cadmium plated iron/ brass screws, cup washers, makingconnections, testing etc. as required. For specification of copperConductor, Phenolic Laminated sheet's & Electrical/ Wiringaccessories refer Chapter-53, 54 & 56 for additional technicalparameters of product / work refer Annexure 'A' attached with this BSR
29On Board
30Short point (up to 3 mtr.)
31Medium point (up to 6 mtr.)
32Long point (up to 10 mtr.) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57873197
AUTHORITY Local Bodies
TENDER VALUE 10 Lakhs
LAST DATE 14-10-2026
Authority
Authority Name Department Of Local Bodies
Work Description Tender for Construction Of Verandah And Boundary Wall At Public Place In Bandh Ki Dhani Near Tejaji Temple And Other Development Work In Ward No. 01
Basic Detail
Tender No 89 EXECUTIVE ENGINEER MURLIPURA ZONE
Bidding Type Tender
Location
City Jaipur
State Rajasthan
Key Dates
Publish Date 05 Oct 2026
Submission Date 14 Oct 2026
Open Date 15 Oct 2026
Finance
Tender Value 10 Lakhs
Tender Fee 500
EMD 20000
Exemption Available
Document List
40cc64d9-2ffe-4cb4-b075-49076e08642a.html
BOQ_1069467.xls
eproc89xenmpz.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Oct 15, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

40cc64d9-2ffe-4cb4-b075-49076e08642a.html

xls

BOQ_1069467.xls

pdf

eproc89xenmpz.pdf

pdf

Tendernotice_1.pdf

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