Tender For Construction Of Approach Road To Gangbugh Bridge Connecting Gangbugh And Moominabad.
Tender Value
91.58 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
20 days left
EMD
1.84 Lakhs
Bank guarantee accepted
Document Fee
1600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Budgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Approach Road To Gangbugh Bridge Connecting Gangbugh And Moominabad.
BOQ
| Sl. No. | Item Description |
| 1 | SUB HEAD-I: SITE CLEARANCE |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 3 | Providing 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 600 mm dia. R.C.C. pipe |
| 4 | Providing 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 450 mm dia. R.C.C. pipe |
| 5 | SUB HEAD-II: EARTH WORK |
| 6 | Construction of earthen embankment with approved material (earth) graded and compacted to meet requirements of Tables 300.1 and 300.2 MORTH Technical Specifcations. |
| 7 | Granular sub-base :- Granular sub-base / base / surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel. |
| 8 | SUB HEAD-III: PAVEMENT |
| 9 | Supplying, stacking, Laying, spreading and compacting stone aggregate of specified sizes to WBM Grade-II (63-45mm) specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade 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, including spreading of stone screening Type-A (13.2mm) and moorum/dust including all leads and lifts complete job |
| 10 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 11 | Providing 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. |
| 12 | Providing and laying 50mm thick compacted premix bituminous macadam base coarse with stone aggregate of quality size and grading as specified in MOST specifications and staright run bitumen of grade 80/100 @3.5% by weight of total mix @ 60kg/cum including hot mixing of stone aggregates and bitumen in hot mix plant transporting and laying mixed material with paver finisher to the required level and grade rolling with road roller of 8-10T capacity |
| 13 | Providinga nd laying 25mm thick Semidense Bituminous concrete using materail aggregate satisfying the gradation set out in MOST specifications with 5% binder content (by weight of total mix) bituminous of 80/100 @ 2.88 kg/Sqm including rolling with 8-10 T capacity to acheive the required compaction and density |
| 14 | 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. |
| 15 | SUB HEAD-IV: CRASH BARRIER |
| 16 | Providing and Errecting ''W'' metal Beam Crash Barrier comprising of 3mm thick coorugated sheet metal beam rail , 70cm above road / Ground Level , fixed on ISMC series channel vertical post 150X75X5mm spaced 2m Centre to centre , 1.80m high , 1.10m below ground / road level, all steel parts and fitments to be galvanised by hot dip process all fittings to confirm to IS 1367 and IS 1364 , metal beam rail to be fixed on the vertical post with a space of channel section 150X75X5mm , 330mm long complete as per clause 811 including earthwork in excavation by mechanical/manual means and disposal of same as directed by Engineer Incharge in all kinds of soil and cement concrete embedding for the vertical channel post M15 grade 1:2:4 and cost of nuts and bolts including loading and carriage of all material from approved source to site of work complete job. ( finished work to be measured) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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