Tender For Completion Of Balance Work Of Road From Grang Choudharian To Islamabad Via Killa Wali And Bari Behak,Tehsil Surankote, District Poonch ) By Way Of Earth Work In Cutting, Cross Drainage, Walling, Providing And Laying Of 150Mm Thich Wbm Grad
Tender Value
2.69 Crore
Estimated cost
Bid Submission
30 Oct 2026
0 days left
EMD
5.39 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 Completion Of Balance Work Of Road From Grang Choudharian To Islamabad Via Killa Wali And Bari Behak,Tehsil Surankote, District Poonch ) By Way Of Earth Work In Cutting, Cross Drainage, Walling, Providing And Laying Of 150Mm Thich Wbm Grade-Ii,75Mm Thick Wbm Grade-Iii And 50Mm Bm And 25Mm Thick Ogpc In Km 1St Rd 0 To Km 3Rd Rd 1000, Under Nabard Ridf Xxix. I. Earth Work = Km 1St Rd 0 To Km 3Rd Rd 1000 , L=3.00 Kms Ii.Hume Pipe Culverts= As Per Location Chartiii. Reinforced Cement Concrete Culverts = As Per Location Chart Iv. Walling= = As Per Location Chartv. Protection Work = As Per Location Chart
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 | 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 ) |
| 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 :1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) |
| 4 | 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 etc,upto V floor 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 20 mm nominal size) |
| 5 | 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) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and medium tensile steel bars |
| 7 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand).Nallah |
| 8 | Dry random rubble masonary (Nallah) with hard stone in foundation and plinth.Without bond stone. |
| 9 | Dumping stone including cost of stones. On Horizontal on level. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 11 | Foundations, footings, bases of columns etc. for mass concrete. |
| 12 | Walls (any thickness) including buttreses,plinth and string courses etc. |
| 13 | Suspended floors, roofs, landings, balconies and access platforms. |
| 14 | Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 16 | Providing and laying non-pressure of specified class R.C.C.NP3 class (Medium duty) 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- class (Medium duty) R.C.C. pipes.900 mm dia. R.C.C. pipe |
| 17 | Providing and making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500,of required size,Mesh Type 10x12(D=100mm with tolerance of + 2% )Zinc coated as per drawing all complete as per direction of Engineer-in-Charge. |
| 18 | Supplying and stacking at site Graded 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 | Moorum |
| 25 | 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. |
| 26 | 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 W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 27 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen withmechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. |
| 28 | On W.B.M. @ 0.75 Kg/sqm. |
| 29 | 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 16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 30 | 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. |
| 31 | 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 |
| 32 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications |
| 33 | Providing and fixing precast reinforced cement concrete 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometer stone as per standard design including finishing smooth in 1:3 cement mortar ( 1cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately.50x152.5x25 cm size. |
| 34 | Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, as per IRC : 67-2001, M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 35 | Carriage of material by M.T incl loading/unloading & stacking complete |
| 36 | Sand/Stone Aggregate Below 40 mm nominal size by an average distance of 15 km by MT |
| 37 | Stone agg. 63mm to 45mm/53mm to 22.4 size avg. lead 15 km by MT |
| 38 | Stone Screening avg lead 15 km by MT |
| 39 | Non-pressure NP-3 class (Medium duty) R.C.C. pipes.900 mm dia. R.C.C. pipe avg. lead 90 km by MT |
| 40 | Stone avg lead 6.0 Km by M.T Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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