Educational and Research Institute Boards / Undertakings / PSU Closing in 13 days TDR #56497326

Tender For Construction Of Footpath From Bh-5 To Sports Ground And Development Of Area Along Boundary Wall

Issued by Boards / Undertakings / PSU · Jalandhar, Punjab
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Aug 2026
13 days left
EMD
21842
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jalandhar → Punjab
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Footpath From Bh-5 To Sports Ground And Development Of Area Along Boundary Wall

BOQ

Name of Work:- Construction of Footpath from BH-5 to Sports ground and development of area along boundary wall
Sl. No. Item Description
1Construction of Footpath from BH-5 to Sports ground and development of area along boundary wall
2Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
3Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
4Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
5Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
6Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
7Earth 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
8Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
11Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)
12Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
13Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-in-charge. Sealant 25 mm x10 mm at joints
1412 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
15Credit for recovered steel reinforcement
16Shifting, installation, of Existing old poles of above 4.5 Meter and upto 6.5 Meter height G.I. pole of different diameter duly reinforced i/c Construction of 1:3:6 RCC round foundation square 500mm x 500 mm and deptht of 1000 mm) (1 cement : 3 corese sand: 6 graded stone aggregate 20 mm nominal size), including hot dip glavanized L-type Anchor bolts of minimum 16 mm dia x 450 mm long ,providing suitable size DWC pipe for crossing of cable of suitable length as per foundation size with necessary bending for cable entry including finishing and two coats of exterior paint/outer finish as approve by the engineer in charge, complete.
17Shifting, installation, of Existing old poles ofabove 4.5 Meter and upto 6.5 Meter height G.I. pole of different diameter duly reinforced i/c Construction of 1:3:6 RCC round foundation square 500mm x 500 mm and deptht of 1200 mm) (1 cement : 3 corese sand: 6 graded stone aggregate 20 mm nominal size),including providing suitable size DWC pipe for crossing of cable of suitable length as per foundation size with necessary bending for cable entry including finishing and two coats of exterior paint/outer finish as approve by the engineer in charge, complete i/c interconnections of existing cables, shifting and re-laying of cables as per site requirement etc. as required.
18Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 3 x 1.5 sq. mm
19Supplying and Fixing of wheather proof Pole/ Wall mounted ms sheet enclosure/box of size255x295x122 mm deep dust and weather proof with front openable with complete with 02 nos. oflocking arrangement and 2 Nos. M.S. Clamps i/.c Pdg. & fixing of 1 No. 16 Amp 'C' Series SP MCB mounted on din bar, 2 Nos. 20mm x 5mm thick Al. Strip, Holes for incoming & outgoing connections as required..
20supplying and installation of 6 A, to 32 A, ratings, SP MCB, \\"C\\" curve, 10 KA breaking capacity
2120x5 mm thick Aluminium Busbar
22Supplying & laying one number XLPE insulated PVC sheathed Aluminium Conductor armoured UG cable of 1.1 KV grade Conforming to IS 7908 (Part 1) 1988 with upto date ammendment of following size in the existing RCC/HUME/METAL pipe/ HDPE pipe / Open in air etc. as required. 4x10 sq mm
23Supplying 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. 63 mm dia (OD-63 mm & ID-51 mm nominal)
24Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 4 X 10 sq. mm (25mm)
25Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
26Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an event shade: Two or more quotes on new workover an under coat of suitable shade with ordinary paint of approved brand and manufacture.Note :- To be painted on old poles before shifting on new foundation
27LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy ≥120 <135 lm/Watt) Supplying, installation, Testing &commissioning of Street light LED fixture powder coated pressure die cast aluminium body with driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency 85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI EMC As per CISPR 15 , lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). 45 W Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56497326
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 05-08-2026
Authority
Authority Name Dr B R Ambedkar National Institute Of Technology
Work Description Tender for Construction Of Footpath From Bh-5 To Sports Ground And Development Of Area Along Boundary Wall
Basic Detail
Tender No NITJ/EO/Works/PD/03/26
Bidding Type Tender
Location
City Jalandhar
State Punjab
Key Dates
Publish Date 16 Jul 2026
Submission Date 05 Aug 2026
Open Date 06 Aug 2026
Finance
Tender Value Ref. Documents
Tender Fee 500
EMD 21842
Exemption Not Available
Document List
BOQ_964271.xls
c20ed75a-801f-4eb7-83ad-d250e74a61a8.html
FFT.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 16, 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 · 13 days
Aug 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_964271.xls

html

c20ed75a-801f-4eb7-83ad-d250e74a61a8.html

pdf

FFT.pdf

pdf

Tendernotice_1.pdf

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