Tender For Construction Of Pinjoora Kandhama Bridge On Nallah Ferozpora.
Tender Value
11.88 Crore
Estimated cost
Bid Submission
16 Nov 2026
17 days left
EMD
23.78 Lakhs
Bank guarantee accepted
Document Fee
11000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baramulla → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Pinjoora Kandhama Bridge On Nallah Ferozpora.
BOQ
| Sl. No. | Item Description |
| 1 | (Major Bridge) (Part-A: Foundation and Sub-Structure) |
| 2 | Earthwork in Bulk excavation for foundation of structures as per drawing including setting out, Providing and construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, and backfilling in trenches with excavated suitable material including all Leads and Lifts. |
| 3 | Dewatering of trenches during execution of work incl. diversion of Nallah |
| 4 | Making of Islands for 8m diameter well foundation by driving of timber poles to the required depth and height and filling of the same by second class sand including all leads, lifts and carriages complete as well as cost of timber poles. |
| 5 | Making of gangway between islands for transport of men and material to the islands including supply and driving of timber poles through Nallah or River bed. |
| 6 | Supply and Placing in position MS Cutting Edge of required shape and size. |
| 7 | Providing and laying of Controlled cement concrete of M-35 grade using 20mm down aggregate in Well Steining and Well Curb consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement Incl. all carriages complete. |
| 8 | Sinking of 8 metre external diametre well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level:(a) Upto 3 metre(b) 3m to 10m (c) 10m to 20m(d) Beyond 20m upto 30m |
| 9 | Upto 3 metre |
| 10 | 3m to 10m |
| 11 | 10m to 20m |
| 12 | Supply and Filling of granular material inside cassions including all leads, lifts and carriages complete. |
| 13 | Providing and laying of Controlled cement concrete of M-25 grade with 10% extra cement using 20mm down aggregate in Bottom and Intermediate Plugs of Well Foundation consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement Incl. all carriages complete. |
| 14 | Providing and laying of Controlled cement concrete of M-35 grade using 20mm down aggregate in Pier and Abutment shafts, Caps and Dirt Walls consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement Incl. all carriages complete. |
| 15 | Reinforcing steel: Providing and fixing in position HYSD bar reinforcement of grade Fe-500D conforming to IS:1786 as per technical drawing including fabrication, spot welding if required, laying and binding with 18gauge annealed steel wire, in foundations, abutments, pier, caps, pedestals, return walls, dirt walls, approach slabs, approach walls etc. |
| 16 | Centering and shuttering including strutting, Providing and fixing in position necessary form work/ shuttring of Kitply in abutment / Pier walls, abutment / Pier caps and dirt walls, approach walls etc, incl. propping with all fittings and fixtures complete job, propping etc. and removal of form work for:- |
| 17 | Backfilling and compaction in layers behind abutment, approaches to the level of approach slabs with approved selected boulders/ Granular material brought from approved source incl. all carriages of materials involved the site of work incl. spreading in layers not exceeding 200mm thickness, watering ,consolidating with vibrating compactors, incl. provision of filter media of not less than 600mm width as per techinical specification clause 2504.22 of MORTH specification and all incidentals completion of raft to form embankment, slope, etc. |
| 18 | Test boring up to 30m or appropriate depth at abutment and pier locations consisting of collecting required number of disturbed and undisturbed soil samples for laboratory tests samples to be collected at 1.5m intervals or at every change of soil strata whichever is earlier, carrying out dynamic and standard penetration test as required based on type of soil encountered as per IRC-78-1983, including field vane shear test if called for and conducting soil tests as per appendix 2 of IRC 78, for evaluation of soil properties and relating with field test. |
| 19 | Part-B: Superstructure |
| 20 | Providing and fixing of POT PTFE Bearings over pedetsals complete job. |
| 21 | Providing and fixing of Elastomeric Bearings over reaction blocks, complete job. |
| 22 | Steel Girders, Deck Slab etc. Structural Steel Providing and fixing structural steel of grade-350 in Steel truss girders, cross beams stringers, and bracing etc., as per structural details complete including welding (As per Details). |
| 23 | Providing and laying of controlled cement concrete of M-30 Grade using 20 mm down aggregate in two end spans and Deck Slab for remaining length consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement.Incl. all carriages complete. |
| 24 | Reinforcing Steel: Providing and fixing in position HYSD reinforcement of grade Fe-500 including fabrication, laying and binding with 18 gauge annealed steel wire, in Deck Slab and wheel guard/Kerbs. |
| 25 | Supply and Applying two coats of superior paint to all exposed surfaces of structural steel. |
| 26 | Providing and fixing exposed quality shuttering in Deck slab, wheel guards etc. |
| 27 | Miscellaneous Items: Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc. complete as per MOST standard drawing. Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc. complete as per MOST standard drawing. |
| 28 | Providing and filling of approved quality bitumen mastic sealant in expansion joints wherever necessary, prepared and applied as directed Including all incidental work complete. |
| 29 | Providing and fixing in position of rain water collection boxes with pipe outlets (RWCB Type 2) partly in MS sections and cast iron complete as per details (MS angle frame with anchors to be cast in position along with deck slab for seating and fixing of RWCB) |
| 30 | Part-C: Approach Road |
| 31 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge: With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. |
| 32 | Supply, stacking, layaying, spreading and compacting G-II graded stone aggregates 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 including all carriages complete job etc. |
| 33 | P/L spreading and compacting graded stone aggregate (size range 53mm to 11.50mm) to Wet Mix Macadam WMM specification incl premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads and lifts, lying in uniform layers with mechanical paver, finisher in sub base/ base course on well prepared surface and compacting with vibratory roller of 8-10 tonne capacity to achive the desired density, complete as per specifications and directions of Engineer in-charge. |
| 34 | Providing and applying tack coat using hot run straight bitumen of grade 80/100 including heating bitumen with spraying the bitumen and preparing the existing road surface to remove all dirt, dust, mud etc fanning and brooming as per MORTH specification: On W.B.M/W.M.M Surafce @ 0.75 Kg/sqm. |
| 35 | P/L 50mm thick premix bituminous macadam base course with stone aggregate of quality size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 @3.3% by weight of total mix incl hot mixing of stone aggregate and bitumen in hot mix plant, transporting and laying mixed material with paver and rolling with power road roller of 8-10 tone capacity incl all costs and carriages incl. scrarfying the surface, brooming cleaning and tack coat as per IRC specifications. |
| 36 | P/L 25mm thick compacted semi dense bituminous carpet conforming to MORTH specifications with binder content of 5% by weight of total mix of 80/100 grade including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying with paver finisher to the required level and grade, roller with vibratory road roller 8 to 10 MT capacity to achieve the required compaction and density including all costs and carriage of material all leads and lifts complete involved from source to the site of work including testing etc complete. |
| 37 | Providing and laying seal coat of premixed fine aggregate(passing 2.6mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen per cum of fine aggregate of grade 80/100 bitumen per cum of fine aggregate and 0.6 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 38 | Part-D: Consultancy Charges |
| 39 | Providing Consultancy Services with all working drawings, structural design to be approved by Third Party Registered by the competent authority @ 1.20% of Civil Project Cost (1177.33 Lacs) |
| 40 | (Minor Bridge) Part-A: Foundation and Sub-Structure. |
| 41 | Earthwork in Bulk excavation for foundation of structures as per drawing including setting out, Providing and construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, and backfilling in trenches with excavated suitable material including all Leads and Lifts. |
| 42 | Dewatering of trenches during execution of work incl. diversion of Nallah |
| 43 | Removing loose soil and replacing it by sand, moorum or approved granular material to achieve desired foundation depth. |
| 44 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 45 | Providing and laying of Controlled cement concrete of M-30 grade using 40mm down aggregates in Abutment, Pier Shaft and return walls and other Sub-Structure elements including approaches ; consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement Incl. all carriages complete. |
| 46 | Providing and laying of Controlled cement concrete of M-35 grade using 20mm down aggregate in Pier and abutment Pedestals, consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement Incl. all carriages complete. |
| 47 | Reinforcing steel: Providing and fixing in position HYSD bar reinforcement of grade Fe-500D conforming to IS:1786 as per technical drawing including fabrication, spot welding if required, laying and binding with 18gauge annealed steel wire, in foundations, abutments, pier, caps, pedestals, return walls, dirt walls, approach slabs, approach walls etc. |
| 48 | Centering and shuttering including strutting, Providing and fixing in position necessary form work/ shuttring of Kitply in abutment / Pier walls, abutment / Pier caps and dirt walls, approach walls etc, incl. propping with all fittings and fixtures complete job, propping etc. and removal of form work for:- |
| 49 | Backfilling and compaction in layers behind abutment, approaches to the level of approach slabs with approved selected boulders/ Granular material brought from approved source incl. all carriages of materials involved the site of work incl. spreading in layers not exceeding 200mm thickness, watering ,consolidating with vibrating compactors, incl. provision of filter media of not less than 600mm width as per techinical specification clause 2504.22 of MORTH specification and all incidentals completion of raft to form embankment, slope, etc. |
| 50 | Providing and fixing in postion weep holes in abutment walls with 100 mm dia PVC pipes cut to required length and profile and installed in concrete. |
| 51 | Part-B: Superstructure |
| 52 | Providing and fixing of elastomeric Bearings over pedestals complete job. |
| 53 | Providing and fixing of Elastomeric Bearings over reaction blocks, complete job. |
| 54 | Steel Girders, Deck Slab etc. Structural Steel Providing and fixing structural steel of grade-350 in Steel truss girders, cross beams stringers, and bracing etc., as per structural details complete including welding (As per Details). |
| 55 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 56 | Providing and laying of controlled cement concrete of M-30 Grade using 20 mm down aggregate in two end spans and Deck Slab for remaining length consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement.Incl. all carriages complete. |
| 57 | Reinforcing Steel: Providing and fixing in position HYSD reinforcement of grade Fe-500 including fabrication, laying and binding with 18 gauge annealed steel wire, in Deck Slab and wheel guard/Kerbs. |
| 58 | Centering and shuttering including strutting, Providing and fixing in position necessary form work/ shuttring of Kitply in abutment / Pier walls, abutment / Pier caps and dirt walls, approach walls etc, incl. propping with all fittings and fixtures complete job and removal of form work for:- |
| 59 | Providing and fixing in position of rain water collection boxes with pipe outlets (RWCB Type 2) partly in MS sections and cast iron complete as per details (MS angle frame with anchors to be cast in position along with deck slab for seating and fixing of RWCB) |
| 60 | Supply and Applying two coats of superior paint to all exposed surfaces of structural steel. |
| 61 | Miscellaneous Items: Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc. complete as per MOST standard drawing. Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc. complete as per MOST standard drawing. |
| 62 | Providing and filling of approved quality bitumen mastic sealant in expansion joints wherever necessary, prepared and applied as directed Including all incidental work complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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