Tender For Construction Of Bridge At Km. 7.080 (Near D.S.C. Dadri Road Crossing. Nsez) Of Noida Main Drain In Distt. G.B. Nagar
Tender Value
4.90 Lakhs
Estimated cost
Bid Submission
15 Sep 2026
0 days left
EMD
9.80 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge At Km. 7.080 (Near D.S.C. Dadri Road Crossing. Nsez) Of Noida Main Drain In Distt. G.B. Nagar
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation By mechnical means (Hydraulic exacator)/manual means over areas (exceeding 30 cm in depth , 1.5 M in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m as directed by Engineer-in-charge. |
| 2 | Providing and laying in position ready mixed plain cement concrete,..........BMC and RMC, M-15 grade P.C.C. (cement content considered @ 240 kg/cum) |
| 3 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concerete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixutures in recommended prpoportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer In- Charge.(Note:- cement content considered in this item is @330kg/cum. Excess/less cement used as per design mix is payable/recoverable seperately)all work upto Plinth level. |
| 4 | Providing and laying in position design mixed concerete of M-30 Grade in roads/taxi tracks /runways, using cement content as per design mix using coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars whereever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/camber, finishing with required texture, including steel formwork with sturdy MS Channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10mm wide x 50mm deep ) by groove cutting machine, providing & filling joints with approved joint filler and sealants, complete all as per direction of of Engineer-in-charge.“( Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid seprately). Note-Cement content considered in M30 is @ 340 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). |
| 5 | Centering & Shuttering for R.C.C. work including cost of all material, labour, T&P etc. complete |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights. Foundations, footings, bases of columns, etc. for mass concrete. |
| 7 | 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. |
| 8 | Providing and laying well graded filter (coarse sand & 4-20mm stone grit) i/c cost of material, labour T&P etc. for proper completion of work. |
| 9 | Supplying & laying 20-40 kg wt. split stone in Launching Apron i/c all cost of labour material etc. |
| 10 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) i/c all cost of labour material etc. |
| 11 | Providing & laying 20-40 kg wt. stone boulder in pitching i/c all cost of labour material etc. |
| 12 | Dewatering by Diesel pump ( 10 HP ) i/c all arrangements. |
| 13 | Construction of Embankment with approved material obtained from right of way with all lifts and leads up to 8 Km., transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 |
| 14 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, rallings, bravkets, gates and similar work. |
| 15 | Piling and Bracing of Bullies for construction of Well foundation i/c all cost of labour, material etc. |
| 16 | Providing & Laying Empty Cement Bags for construction of well foundation i/c all cost of labour, material etc. |
| 17 | Boring, providing and installation bored Cast in situ R.C.C. Piles of grade M-25 of 1000mm diameter & length below pipe cap to carry a safe load excluding cost of reinforcement but i/c cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap, etc, by Crawler Mounted, Telescopic boom, Hydraulic Piling Rig all complete, including removal of excavated earth with all its lift and leads. |
| 18 | Vertical load testing of single pile (routine test) in accordance with IS: code of practice IS:2911 (Part IV) i/c installation of loading plateform by Kentledge/ anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc.complete (Test load 1.5 times the safe capacity) |
| 19 | Lateral load testing of single pile in accordance with IS: code of practice IS:2911 (Part IV) for determining safe allowable lateral load on pile. |
| 20 | Dismantling of R.C.C. work manually/ by mechanical means and disposal of unserviceable material within 50m lead as per direction of Engineer-in-charge. |
| 21 | Design, Manufacture, Providingand fixing in position true to line and level POT PTFE bearing and guides bearing as per IRC:83 Part-III 2002 complete as per drawing and technical specifications section 2006.i) Free Pot/PTFE fixed bearing with Vertical load capacity 240 T |
| 22 | Longitudinal Guided Pot/PTFE fixed bearing with Vertical load capacity 240 T and horizontal Capacity of 80T. |
| 23 | Transverse Guided Pot/PTFE fixed bearing with Vertical load capacity 240 T and horizontal Capacity of 80T. |
| 24 | Fixed Guided Pot/PTFE fixed bearing with Vertical load capacity 240 T and horizontal Capacity of 80T. |
| 25 | Sand Filling as per drawing and technical specificaton |
| 26 | Providing and laying 60mm thick factory made Cement Concrete interlocking paver blocks of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and i/c 50mm th. compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per direction of Engineer-in-Charge. |
| 27 | Construction of granular sub-base by providing close graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to acheive the desired density, complete as per clause 401. |
| 28 | Providing, laying spreading & compacting graded stone aggregate to wet mix macadam specification i/c premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper at site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 29 | Providing and applying prime coat on WMM surface with bitumen emulsion confroming to IS: 8887,using emulsion pressure distributor including preparing the bituminous/granular surface and cleaning with mechanical broom.( @ 0.70 kg per sqm) |
| 30 | Providing & laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50% by weight of total mix with filler, transporting the hot mix to work site laying with a hydrostatic paver finisher eith sensor to the required grade, level and alignment, rolling smooth wheeled, vibratory and tendem roller to achieve desired compaction as per MORTH specification clause no. 505 complete in all respects. |
| 31 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 32 | Providing & laying bituminous concrete with higher capacity batch type Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.50% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher eith sensor to the required grade, level and alignment, rolling smooth wheeled, vibratory and tendem roller to achieve desired compaction as per MORTH specification clause no. 507 complete in all respects. |
| 33 | Providing & laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS:702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen percoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximating spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification) 40mm thick. |
| 34 | Providing & laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty etc. all T&P /machine material and labour required for proper completion of work. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender Documents
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