Tender For Construction Of Inspection Path/Road To Vulnerable Forest Areas Of Padshahtar Doodganga Range Of Pir Panjal Forest Division Budgam
Tender Value
1.50 Crore
Estimated cost
Bid Submission
11 Nov 2026
7 days left
EMD
3 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Budgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Inspection Path/Road To Vulnerable Forest Areas Of Padshahtar Doodganga Range Of Pir Panjal Forest Division Budgam
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing of grounds including removing of vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50m and lift upto 1.5 mts |
| 2 | E/W in excavtion by mechanical means (Hydraulic Excavator) over areas (Exceeding 30 cm in depth, 1.5 mts in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed. All Kinds of Soil.. |
| 3 | E/W in excavtion by mechanical means (Hydraulic Excavator) over areas (Exceeding 30 cm in depth, 1.5 mts in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed. Ordinary Rock. |
| 4 | 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. (Filiing Behind Gabions, Road Depressions and as required Spots and as per directions of incharge Engineer). |
| 5 | Pre-paration of sub base by excavating earth avg 22.5 cm dressing to cambres and consolidation with 8-10 ton capacity PRR including making good undulations etc and disposal of surplus earth upto 50 mts |
| 6 | 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. |
| 7 | Supply/filling of RBM /Nallah muck/Boulders in layers including watering ,consolidation with PRR including all carriages and head load complete with providing of berms with earth as well consolidation of same. |
| 8 | Providing & laying dry stone solling, sand/dust including ramming, dressing etc complete in foundations and under floors, including Mech. Carriage & Head load charges up to site of work complete. |
| 9 | Providing & laying in position cement concrete (1cement: 4 coarse sand: 8 graded stone agg 40mm nominal size) mix of specificied grade excl cost of centering and shuttering. All work upto plinth level. |
| 10 | Centering and shuttering including strutting, propping etc and removal of form work for. Foundations, footings, bases of columns etc. |
| 11 | Centering and shuttering including strutting, propping etc and removal of form work for. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 12 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (Thermo-Mechanically Treated bars of grade Fe-500D or more). |
| 14 | P/Laying of RCC pipes of different dias including excavation, laying, refilling and all carriages Mechnical & Head Load, complete and Head load upto site of work for below mentioned items. (I-III). |
| 15 | (I). 450mm |
| 16 | (II). 600mm |
| 17 | (III). 900mm |
| 18 | Providing, fabricating, supplying, transporting and erecting structural steel superstructure for a 12.00 m effective span single-lane bridge, having 3.75 m carriageway and 4.65 m overall width, comprising two welded steel plate main girders of approximately 1000 mm depth, with 300 × 20 mm top flange and 400 × 25 mm bottom flange, steel diaphragms and bracing, ISMB 250 transverse cross beams at approximately 1.50 m c/c, ISMB 150 longitudinal stringers at approximately 0.47 m c/c, 12 mm thick MS chequered plate deck, 250 mm high steel kerbs and associated stiffeners, connections, welding, bolting, surface preparation, primer and finish painting, handrailing & load Tests complete in all respects as per approved detailed structural drawings and specifications. (Bridge/Culvert). |
| 19 | Providing and installing elastomeric bearings for the proposed steel bridge, including bearing pads, seating/pedestals, fixing and all accessories, complete as per approved structural design and specifications.(Bridge/Culvert). |
| 20 | Providing & 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=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. |
| 21 | Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-Gabions /crates. |
| 22 | 12 mm cement plaster of mix 1:4. (1 cement : 4 coarse sand ). |
| 23 | Carriage of Sand by Mechanical Transport up to Dumping site of work. Av. 50 Kmts |
| 24 | Carriage of Bagri by Mechanical Transport up to Dumping site of work. Av. 50 Kmts |
| 25 | Carriage of Stones by Mechanical Transport up to Dumping site of work. Av. 30 Kmts |
| 26 | Carriage of Steel by Mechanical Transport up to Dumping site of work. Av. 50 Kmts |
| 27 | Carriage of Sand by Head Load from Dumping site to actual site of work. Av. 1000 mts |
| 28 | Carriage of Bagri by Head Load from Dumping site to actual site of work. Av. 1000 mts |
| 29 | Carriage of Stones by Head Load from Dumping site to actual site of work. Av. 1000 mts |
| 30 | Carriage of Steel by Head Load from Dumping site to actual site of work. Av. 1000 mts Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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