Tender For Construction Of Road At Batangoo Ziyarat To Badzard Kund.
Tender Value
48.68 Lakhs
Estimated cost
Bid Submission
02 Sep 2026
0 days left
EMD
97360
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kulgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road At Batangoo Ziyarat To Badzard Kund.
BOQ
| Sl. No. | Item Description |
| 1 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 2 | Beyond 30 cm girth upto and including 60 cm girth. |
| 3 | Beyond 60 cm girth upto and including 120 cm girth. |
| 4 | Engagment of JCB for site clearance ,dressing and leveling , dismentaling , Scaryfying the old surface, disposal of excavated / dismentalled material as per the directions of Engineer Incharge. |
| 5 | Providing/Laying required Dia of RCC NP2 pipes in proper position/ grade incld. Cutting of road surface upto required depth, incld: providing /laying of requisite RBM cushion incld. Carriage of all materials and pipes upto site of work complete |
| 6 | 24 inch Dia |
| 7 | Providing and laying River Bed Material ( RBM) with specifed size (75-90mm)including sorting , spreading in uniform layers on existing surface and consolidation each deposited layer with Vibrator Roller to the required gradient and camber with all carriages to site of work including loading and unloading complete |
| 8 | supplying and stacking at site, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller of 8-10 tonne capacity in stages to proper grade and camber applying and brooming 13.2 mm type A screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness) |
| 9 | Earth work in bulk excavation by Mechanical means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.2.6.1 All kinds of soil : |
| 10 | BREAST WALL |
| 11 | Earth 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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.1 All kinds of soil : |
| 12 | Providing and laying stone soling dully hand packed in maintaning level and section including carriages of all materials complete |
| 13 | Providing 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 14 | Providing 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
| 15 | Centering and shuttering incld. Strutting, propping etc and removal of formwork for foundation , footings bases and columns |
| 16 | P/F of 75 mm dia PVC Pipes as weep holes incld. Carriage complete job. |
| 17 | R WALL |
| 18 | Earth 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 anddisposal of surplus excavated earth as directed, within a lead of 50 metres:2.9.1 All kinds of soil : |
| 19 | Providing and laying stone soling dully hand packed in maintaning level and section including carriages of all materials complete |
| 20 | Providing 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) incld: all carriages |
| 21 | Providing 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) incld: all carriages |
| 22 | Centering and shuttering incld. Strutting, propping etc and removal of formwork for foundation , footings bases and columns |
| 23 | P/F of 75 mm dia PVC Pipes as weep holes incld. Carriage complete job. |
| 24 | P/L Backfilling Nalla boulders handpacked of specified grade and size including ramming spreading and compacting with power road roller 8-10 tonne capacity and all carriages & loading/unloading complete incld all carriages Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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