Tender For Construction/Upgradation Of Kojra Bandichechian To Chountra Serrian,District Poonch By Way Of Earth Work In Cutting,Cross Drainage,Walling, Providing And Laying Of 150 Mm Thick Wbm Grade-Ii,75Mm Thick Wbm Grade-Iii, 50 Mm Thick Bm And 25 M
Tender Value
4.62 Crore
Estimated cost
Bid Submission
22 Oct 2026
7 days left
EMD
9.25 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/Upgradation Of Kojra Bandichechian To Chountra Serrian,District Poonch By Way Of Earth Work In Cutting,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 .
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 14-Oct-2026 | Corrigendum No-1 | Other | 22-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil All kinds of Soil 60% ,Ordinary Rock = 30% & Hard rock =10%(Blasting prohibited ) |
| 2 | 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 : |
| 3 | Dumping stone including cost of stones. On Horizontal on level. |
| 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 :1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ) |
| 5 | 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) |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 12 | Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. |
| 14 | Suspended floors, roofs, landings, balconies and access platforms. |
| 15 | Columns, pillars, piers, abutments, posts and struts |
| 16 | Back Filling behind abutment Return Wall using 60% Stone & 40% Soil |
| 17 | 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 |
| 18 | Supplying and stacking at siteGraded crushed stone aggregate of size |
| 19 | 63 mm to 45 mm |
| 20 | 53 mm to 22.4 mm |
| 21 | Stone Screening of size |
| 22 | 13.2 mm nominal size (Type A) |
| 23 | 11.2 mm nominal size (Type B) |
| 24 | 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. |
| 25 | 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. |
| 26 | 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. |
| 27 | 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. |
| 28 | 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) |
| 29 | 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. |
| 30 | Stone Filling in wire crates , including cost of wire crates and all carriages upto site of work complete. |
| 31 | Berm dressing of Shoulder of Good earth Filling Including consolidation with heavy road roller & all carriages Complete. |
| 32 | Providing and erecting Metal Beam Crash Barriers consisting of 03 mm thick corrugated metal sheet, with the beam rail fixed at a sufficient height above ground level on 75 mm ISMC service channel vertical posts of 150 × 75 × 5 mm, spaced at 2.00 m C/C, having a total post height of 1.80 m, including 1.10 m below ground/road level.The work shall include earthwork in excavation in all classifications, cement concrete M-20 Grade, and all steel parts and fittings, duly galvanized by hot-dip process. All fittings shall conform to IS-1367 and IS-1364.The metal beam rail shall be fixed to the vertical posts using metal spacers of 150 × 75 × 5 mm, 330 mm long, conforming to Type-A “W-MORTH” specifications, complete in all respects, including all materials, labour, fixing, fittings and carriage up to the site of work. |
| 33 | Carriage of material by M.T incl loading/unloading & stacking complete |
| 34 | Sand/Stone agg. below 40 mm nominal size avg. lead 08 Km by MT |
| 35 | Stone agg.above 40 mm size avg. lead 08 Km by MT |
| 36 | Stone avg lead lead 02 km by MT |
| 37 | 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 14, 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.
Upcoming · 7 daysOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
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