Housing Urban and Rular Development Government Departments Closing in 8 days TDR #58227906

Tender For Upgradtion Of Nadala Cricket Stadium And Approach Road Kotan Mendhar Tehsil Mendhar District Poonch Under Cdf 2026-27 (2Nd Call).

Issued by Government Departments · Punch, Jammu And Kashmir
Tender Value
30 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
8 days left
EMD
60000
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Punch → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Upgradtion Of Nadala Cricket Stadium And Approach Road Kotan Mendhar Tehsil Mendhar District Poonch Under Cdf 2026-27 (2Nd Call).

BOQ

Name of Work:- Upgradtion of Nadala Cricket Stadium and approach road kotan Mendhar Tehsil Mendhar District Poonch Under CDF 2026-27 (2nd Call).
Sl. No. Item Description
1Supply.installation,testing and commissioning of 20KVA,1 Phase,415V AC,silent DG set Comprising of engine,with minimum 25.5 BHP,at 1500RPM,Coupled with alternator of same make mounted on a common base frame complete with Manual control panel,fuel tank,Battery & lead,Silencer Residential,AVM pad,First fillo0f lube oil, Acostic enclosure,Aluminium Power cable,transportation upto site,Commissioning.
2Design,manufacture,supply,transportation erection,testing and commissioning of 40ft high hot dip galvanized polygonal steel flood light tower complete with structurally design RCC foundation ,anchor bolts,head frames, LED sports floodlight of 500w 24 nos optical distribution ,LED drivers,junction boxes,internal wiring ,underground power cabling,cables,ducts ,trenches, lightiningdistributionpanel,MCCB,MCB,RCCB,earthing,lightingprotection,control system all necessary hardware & accessories complete in all respect as per approved drawing, direction of Engineer-in-charge.
3Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil.
4Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
5Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size.
6Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe.
7Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
8Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm
9Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
10Stone screening of size 11.2 mm nominal size (Type B)
11Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.
12Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisherequipped 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 specifications and directions of Engineer-in-Charge. .1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) preparedin Batch Type Hot Mix Plant of 100-120 TPH capacity.
132.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
14SEAL COAT Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
15Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
16Providing and Laying RBM.
17Carriage of material by MT Including loading/unloading & stacking complete.Sand avg lead 65km
18Stone agg below 40mm avg lead 4km
19Stone agg above 40mm avg lead 4km Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58227906
AUTHORITY Government Departments
TENDER VALUE 30 Lakhs
LAST DATE 05-11-2026
Authority
Authority Name Public Works Department
Work Description Tender for Upgradtion Of Nadala Cricket Stadium And Approach Road Kotan Mendhar Tehsil Mendhar District Poonch Under Cdf 2026-27 (2Nd Call).
Basic Detail
Tender No e-NIT No 117 of 2026-27 Dated 27-10-2026
Bidding Type Tender
Location
City Punch
State Jammu And Kashmir
Key Dates
Publish Date 27 Oct 2026
Submission Date 05 Nov 2026
Open Date 06 Nov 2026
Finance
Tender Value 30 Lakhs
Tender Fee 1100
EMD 60000
Exemption Not Available
Document List
9af6a6a1-d80a-4ad8-bcb9-2e88188ce6d9.html
BOQ_1116394.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Nov 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

9af6a6a1-d80a-4ad8-bcb9-2e88188ce6d9.html

xls

BOQ_1116394.xls

pdf

Tendernotice_1.pdf

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