Tender For Construction Of Road From Main Highway To Housing Board Colony Kunuyian Poonch,District Poonch By Way Of Cross Drainage,Walling, Providing And Laying Of 150 Mm Thick Wbm Grade-Ii,75Mm Thick Wbm Grade-Iii, 50 Mm Thick Bm And 25 Mm Thick Ogp
Tender Value
3.88 Crore
Estimated cost
Bid Submission
06 Nov 2026
6 days left
EMD
7.76 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Poonch → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Main Highway To Housing Board Colony Kunuyian Poonch,District Poonch By Way Of Cross Drainage,Walling, Providing And Laying Of 150 Mm Thick Wbm Grade-Ii,75Mm Thick Wbm Grade-Iii, 50 Mm Thick Bm And 25 Mm Thick Ogpc And 6Mm Thick Seal Coat In Km 1St Rd 0 To Rd 800.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 14-Oct-2026 | Corrigendum No-1 | Other | 22-Oct-2026 |
| 2 | 14-Oct-2026 | Corrigendum No-1 | Other | 06-Nov-2026 |
| 3 | 16-Oct-2026 | Corrigendum No-2 | Date | 06-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 2 | Dumping stone including cost of stones. On Horizontal on level. |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with :1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ) |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 7 | Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. |
| 9 | Back Filling behind abutment Return Wall using 60% Stone & 40% Soil |
| 10 | Supplying and stacking at siteGraded crushed stone aggregate of size |
| 11 | 63 mm to 45 mm |
| 12 | 53 mm to 22.4 mm |
| 13 | Stone Screening of size |
| 14 | 13.2 mm nominal size (Type A) |
| 15 | 11.2 mm nominal size (Type B) |
| 16 | Laying, 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 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. |
| 17 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.With medium setting bitumen emulsionOn W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 18 | Providing 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 finisher equipped 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.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 19 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.On bituminous surface @ 0.25 Kg/sqm. |
| 20 | 2.5 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 and 11.2 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). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt (Complete job) |
| 21 | 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. |
| 22 | 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-4 class (Heavy duty) R.C.C. pipes.600 mm dia. R.C.C. pipe |
| 23 | 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-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe |
| 24 | Carriage of material by M.T incl loading/unloading & stacking complete |
| 25 | Sand/Stone agg. below 40 mm nominal size avg. lead 11 Km by MT |
| 26 | Stone agg.above 40 mm size avg. lead 11 Km by MT |
| 27 | Stone avg lead lead 06 km by MT |
| 28 | Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.600 mm dia. R.C.C. pipe avg. lead 60 km by MT |
| 29 | Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe avg. lead 60 km by MT Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 22, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 06, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 days
Nov 06, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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