Tender For Re-Construction Of Damage 50M Span Motorable Bridge At Chowki To Langer (Mohra Grawari). 2Nd Call
Tender Value
3.52 Crore
Estimated cost
Bid Submission
07 Oct 2026
4 days left
EMD
7.04 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
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Construction Of Damage 50M Span Motorable Bridge At Chowki To Langer (Mohra Grawari). 2Nd Call
BOQ
| Sl. No. | Item Description |
| 1 | Design and Construction of sub structure and super structure of 50 Mtr span (centre to centre) motorable bridge having clear carriageway width of 4.25 Mtr and foot path (1.20m wide) on both side with railing comprising of all components of the bridge i.e. Deep Foundation / Foudation, Abutments, Abutment caps, deck slabs, return/wing walls, approach slab i.e. providing and fixing of appropriate bearings, steel railings, painting of bridge including trench excavation for bridge foundation, dewarting etc. The design of the bridge should be vetted from DIQC/ IIT/ NIT and approved by competent authority. Latest version to be followed in design and soil investigation, sub soil investigation & exploration with all tests and design calculation (complete job) |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (All kinds of soil 70%, ordinary rock 20% & hard rock blasting Prohibited 10%) |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 4 | 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 inlayers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 5 | 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 70%, ordinary rock 20% & hard roc blasting Prohibited 10%) |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 8 | 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 20 mm nominal size) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 10 | Foundations, footings, bases of columns etc. for mass concrete |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 12 | Stone filling hand packed including cost of stones in Horizontal on level |
| 13 | Providing and laying drain flooring / coping 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 |
| 14 | Hand-packing stones in wire-crates; excluding cost of crates but including cost of stones |
| 15 | Provding and laying B.A wire knitted crates of size 6.0m x 1.5m x 1.5m with mesh size 150mm x 150mm including B.A wire 4mm dia including carriage upto actual site of work |
| 16 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade |
| 17 | Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) |
| 18 | 63 mm to 45mm |
| 19 | 53 mm to 22.4 mm |
| 20 | Supplying and stacking at site stone screening of size (excluding carriage) |
| 21 | 13.2 mm nominal size (Type A) |
| 22 | 11.2 mm nominal size (Type B) |
| 23 | Supplying and stacking at site stone dust (excluding carriage) |
| 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 | 63 mm to 45mm |
| 26 | 53 mm to 22.4 mm |
| 27 | 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, cleani preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. |
| 28 | 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-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 29 | 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 |
| 30 | 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 |
| 31 | 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 900 mm dia. R.C.C. pipe |
| 32 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 33 | Sand for an av. lead 90 Kms distance |
| 34 | Bajree/Stone aggregates below 40mm nominal size for an av. 30 Kms distance |
| 35 | Stone aggregate 63mm to 45mm size for an av.30 Kms distance . |
| 36 | Stone aggregate 53mm to 22.40mm size for an av.30 Kms distance . |
| 37 | Stone for an av.lead of 30 Kms distance. |
| 38 | Stone dust for an av.lead of 30 Kms distance. |
| 39 | 900 mm dia hume pipe for an av. Lead of 130 Kms Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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