Tender For Balance Work For Construction Of Road From Dhar Sakri Demote In Km 1St Rd 0- Km 5Rd Rd 500. Length 5.500 Km
Tender Value
2.63 Crore
Estimated cost
Bid Submission
16 Sep 2026
0 days left
EMD
5.26 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
Rajouri → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Balance Work For Construction Of Road From Dhar Sakri Demote In Km 1St Rd 0- Km 5Rd Rd 500. Length 5.500 Km
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil) |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. |
| 3 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 4 | Stone filling hand packed in horizontal on level including cost of stones. |
| 5 | 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 )1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) complete job |
| 6 | Hand-packing stones in wire-crates including the cost of stones & including the cost of crates,( all Complete Job) NSI |
| 7 | Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages) |
| 8 | Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20 mm nominal size) |
| 9 | Supplying and stacking of good earth at site, excluding carriage . |
| 10 | Supplying and stacking of graded stone aggregate at site of size range 53mm to 22.5mm .(excluding carriages) |
| 11 | Supplying and stacking of stone screenings/ chippings at site excluding carriage. 11.20 mm nominal size) |
| 12 | Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete. |
| 13 | Base course with 63mm to 45mm size, |
| 14 | Base course with 45mm to 22.5mm size, |
| 15 | 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 |
| 16 | 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. |
| 17 | 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 with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 18 | 2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg 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. |
| 19 | 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. |
| 20 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed |
| 22 | Dry random rubble masonry with hard stone in foundation and plinth: e. Without bond stone |
| 23 | Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete |
| 24 | Foundations, footings, bases of columns |
| 25 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 26 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 27 | Providing and fixing of Km stones including finishing painting, writing etc.Compete Job as per the direction of Engineer in Charge (NSI) |
| 28 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 29 | Sand for an average distance of 140 kms by M.T |
| 30 | Stone aggregate below 40 mm nominal size for an average distance 30 kms by M.T |
| 31 | Stone for an an average distance of 10 Km by M.T |
| 32 | Stone aggregate 63mm to 45mm size for an average distance of 30 kms by M.T |
| 33 | Stone aggregate 45mm to 22.4mm size for an average distance of 30 kms by M.T |
| 34 | Stone Screening for an an average distance of 30 Km by M.T |
| 35 | Good Earth for an an average distance of 1 Km by M.T Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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