Public Administrative Department Local Bodies Closing in 1 days TDR #58350842

Tender For Khedli Gate Entrance And Road Construction And Various Development Works In Ward No. 15 Of Municipal Corporation Kota.

Issued by Local Bodies · Kota, Rajasthan
Tender Value
1.21 Crore
Estimated cost
Bid Submission
11 Nov 2026
1 days left
EMD
2.43 Lakhs
Bank guarantee accepted
Document Fee
3500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Khedli Gate Entrance And Road Construction And Various Development Works In Ward No. 15 Of Municipal Corporation Kota.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 07-Nov-2026 NNK/CIVIL/2026/1816-29 Technical Bid 11-Nov-2026

BOQ

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Sl. No. Item Description
1WORK NAME
2Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever 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
3Earth 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
4Carriage of Materials by mechanical transport including loading, unloading Earth upto 5 km
5Random rubble dry stone Kharanja (soling) under floor.
6Providing 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)
7Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
8Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30
9Providing 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)
10Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding 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. 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)
12Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars
13Centring 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.
14Centring 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 : Columns, Pillars, Piers, Abutments, Posts and Struts.
15Centring 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.
16Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge. Average thickness 40 to 50 mm
17Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping with ornamental shape having moulding and \\"PAN Shape\\" engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade.
18Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately.) Red sand stone.
19Brick 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)
20Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 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)
21Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
22Supply and laying following size twin parallel type Speaker cables of IS/ISO 9001 CERTIFIED COMPANY made with multi wire, bright annealed flexible bare electrolytic grade copper conductor, insulated with specially formulated transparent grade PVC compound, red strip for identification in existing conduit etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 1.5 Sq.mm
23Providing and erecting overhead signs with retro reflective Type IV sign plate fixed on angle iron frame with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans. Providing and fixing High Intensity retro reflective Type IV sign plate made out of 2.00 mm thick aluminium sheet face to be fully covered with blue/green high intensity grade retro reflective sheet and logo/matters, boarder made of with similar type of white sheeting after etching treatment of aluminium sheet, the black side is to be painted with epoxy grey paint. the plate is to be fixed on 40X40X5 mm angle iron frame with help of aluminium rivets.
24Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, round / flat strip armouring, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR 1.5 Sq. mm 3 core
25Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
26Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : One or more coats on old work.
27Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
28Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work.
29and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Minimum lumen output 2150 lm Up-Down Luminary
30Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / Sqaure SMD Mid Power LED Downlight with power coated die-cast aluminum housing with UV Stabilized non yellowishDiffuser with BIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80, life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption 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/ Screen printing on housing.OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .Surface Mounting (with extruded alumn. Housing )Minimum lumen output 1300 lm
31Smart lighting systemP &L of lP66 protected high power high power LED linear flood light system. Fixture made of powder coated extruded aluminium housing with UV stabilized PC/toughened glass cover and appropriate lens to be used to achieve various beam angle pattern. fixture suitable for input 12vDC, power consumption should be 6W/0.5A per feet with system CRI- 70, color red/ green / blue/ /RGB /W/WW. the fixture must have IP66 protected 5mm Round female connector for input, the fixture must have provision to extend further . system life of 50000burning hours with 70% of initial lumens maintained . light output in red, green, blue, cool, white or warm white colour as per requirement. fixtures shall be CE complete series of linear flood light.Linear LED Strip 1 Feet (with Driver)
32(H-Schedule) Prividing and fixing square shape bansi paharpur stone chhatri with carving work having size of 900 mm.x 900 mm base and height is 1200 mm, on top of chhatri a stone kalash is placed and stone dome is placed on the top of stone columns having size of 250 mm x 250 mm are made up of bansi paharpur stone. carving work is as per enclosed drawing and details and instruction of engineer-in-charge.
33Wall Washer Light Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58350842
AUTHORITY Local Bodies
TENDER VALUE 1.21 Crore
LAST DATE 11-11-2026
Authority
Authority Name Department Of Local Bodies
Work Description Tender For Khedli Gate Entrance And Road Construction And Various Development Works In Ward No. 15 Of Municipal Corporation Kota.
Basic Detail
Tender No NNK/CIVIL/2026/1782-94 nit 29
Bidding Type Tender
Location
City Kota
State Rajasthan
Key Dates
Publish Date 07 Nov 2026
Submission Date 11 Nov 2026
Open Date 01 Jan 0001
Finance
Tender Value 1.21 Crore
Tender Fee 3500
EMD 2.43 Lakhs
Exemption Available
Document List
2704.pdf
9b84a28c-0dac-4386-9b5d-dd9788a1da30.html
BOQ_1073381.xls
Tendernotice_1.pdf

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Tender Timeline

Nov 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 11, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 1 day
Nov 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day

Tender Documents

Download All (ZIP) ↓
pdf

2704.pdf

html

9b84a28c-0dac-4386-9b5d-dd9788a1da30.html

xls

BOQ_1073381.xls

pdf

Tendernotice_1.pdf

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