Tender For T22-Bazidpur Chak Katsuri Se Billat Chowk Vaya Ibrahimpur Construction Of Multicell Box Culvert At- 3.500 In T22-Bazidpur Chak Katsuri Se Billat Chowk Vaya I
Tender Value
2.56 Crore
Estimated cost
Bid Submission
05 May 2025
0 days left
EMD
5.12 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mahnar → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
T22-Bazidpur Chak Katsuri Se Billat Chowk Vaya Ibrahimpur Construction Of Multicell Box Culvert At- 3.500 In T22-Bazidpur Chak Katsuri Se Billat Chowk Vaya I
BOQ
| Sl. No. | Item Description |
| 1 | T22-Bazidpur Chak KatsuriTo Billat Chowk Vaya Ibrahimpur Construction Of Multicell Box Culvert At Ch 3+500 Km In T22 -Bazidpur Chak Katsuri se Billat Chowk Vaya Ibrahimpur Road |
| 2 | H.L. BRIDGE WORK |
| 3 | FOUNDATION |
| 4 | Excavation for Structures |
| 5 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 6 | i) Upto 3m depth |
| 7 | Providing and laying of PCC M15in Open Foundation. |
| 8 | PCC Grade M-15 |
| 9 | SUBSTRUCTURE |
| 10 | R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification |
| 11 | i) Upto 5m height (UsingBatching Plant, Transit Mixer and Concrete Pump) |
| 12 | Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 13 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 14 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 15 | Sandy Material |
| 16 | Providing and laying filter media with granular crushedaggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 |
| 17 | SUPERSTRUCTURE |
| 18 | Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 19 | RCC M-30 (UsingBatching Plant, Transit Mixer and Concrete Pump) |
| 20 | Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202 |
| 21 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 22 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 23 | Drainage Spouts complete as per drawing and technical specifications Clause 1209 |
| 24 | P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211. |
| 25 | Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 26 | Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification. |
| 27 | Providing and fixing in position 20 mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm,covered with sealant complete as per drawing and technical specifications. |
| 28 | PROTECTION WORK |
| 29 | Earthwork in Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 30 | Providing and laying Flooring Laid Over Cement Concrete Bedding complete as per drawing and technical specification Clause 1303 |
| 31 | Rubble stone laid in cement mortar 1:3 |
| 32 | Providing and laying Curtain Walls complete as per drawing and technical specification Clause 1304. |
| 33 | P.C.C grade M 20 |
| 34 | P.C.C grade M 25 |
| 35 | Miscellaneous Work |
| 36 | Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm |
| 37 | APPROCH ROAD |
| 38 | Clearing and Grubbing Road Land ( By manual means)including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees ofgirth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I |
| 39 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 . |
| 40 | Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 41 | GSB :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 42 | WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 43 | WBM Grading 3:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 44 | PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 45 | TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503. |
| 46 | Premix Carpet :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or C Type C as per Technical Specification Clause 508. |
| 47 | Seal Coat (Type B):- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 48 | Providing and Fixing \"Logo\" of Projectinformayory sign board with Logo as per MORD specifications and drawing.Three MS plates of1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges.The lower plate will be welded with MS angle ironframe of25mm x 25mm 5mm.The angle iron frame of the lower mostplate and flat iron frame of middle plate will be welded to 2 Nos.75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube.All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1. |
| 49 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 |
| 50 | 900 mm equilateral & triangle |
| 51 | 900 mm side octagon |
| 52 | 900 mm x 300 mm,Hazard Marker |
| 53 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 54 | Type - A, \"W\" : Metal Beam Crash Barrier:-Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 55 | DIVERSION |
| 56 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 . |
| 57 | Granular Sub-base with Well Graded Material (Table 400.1) Grading I -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 58 | Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC) |
| 59 | MISCELLANEOUS |
| 60 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (PCC Work/RCC) |
| 61 | 1% LABOUR CESS |
| 62 | SEIGNOIRAGE FEE |
| 63 | 18% GST |
| 64 | Total Cost for 1st Year Maintenance Work |
| 65 | Total Cost for 2nd Year Maintenance Works |
| 66 | Total Cost for 3rd Year Maintenance Works |
| 67 | Total Cost for 4th Year Maintenance Works |
| 68 | Total Cost for 5th Year Maintenance Works |
| 69 | 1% LABOUR CESS |
| 70 | SEIGNOIRAGE FEE |
| 71 | 18% GST |
AI Tender Summary
Tender Timeline
Apr 29, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMay 05, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 05, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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