Rural Works Department has published Roposed High Level Rcc Bridge Across Motiya River On Mahmada Nagina Tiwari House To Dumri Govind Road Under Patahi Block In The District Of East Camparan ( Bihar ) . Submission Date for this Tender is 12-08-2020. Bridge Work Tenders in PAKRIDAYAL Bihar. Bidders can get complete Tender details and download the document.
| Name of Work: PROPOSED HIGH LEVEL RCC BRIDGE ACROSS MOTIYA RIVER ON MAHMADA NAGINA TIWARI HOUSE TO DUMRI GOVIND ROAD UNDER PATAHI BLOCK IN THE DISTRICT OF EAST CAMPARAN (BIHAR) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity a) Initial and routine load test | 2696 | MT | |
| 2 | 2 | Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity b) Lateral load test | 64.4 | MT | |
| 3 | 3 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Upto 3.000 M Depth | 360.3 | Cum | |
| 4 | 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 3.000 M to 6.000 M Depth Depth | |||
| 5 | 5 | Providing service road etc. all complete job as per specifications and direction of E/I. | 56.25 | RM | |
| 6 | 6 | Providing Steel Liner 6 mm thick for Piles including Fabricating and Setting out as per Detailed Drawing. | 16.56 | MT | |
| 7 | 7 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. | 441.64 | RM | |
| 8 | 8 | 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 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts. | 22.63 | Cum | |
| 9 | 9 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | 15.11 | Cum | |
| 10 | 10 | Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. | 15.11 | Cum | |
| 11 | 11 | Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification | 254.29 | Cum | |
| 12 | 12 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 53.42 | MT | |
| 13 | 13 | Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design Upto 5 m Hieght | 62.05 | Cum | |
| 14 | 14 | Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design Beyond 5 m and upto 10m Hieght | |||
| 15 | 15 | Providing RCC M-30 Mechanically mixed concrete in abutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………… .All complete job as per design/ Drawing/technical specification and direction of E/I. Upto 5 m Hieght | 79.68 | Cum | |
| 16 | 16 | Providing RCC M-30 Mechanically mixed concrete in abutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………… .All complete job as per design/ Drawing/technical specification and direction of E/I. Beyond 5 m and upto 10m Hieght | 4.65 | Cum | |
| 17 | 17 | Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 273067 | CuCm | |
| 18 | 18 | Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. | 62 | No | |
| 19 | 19 | Supplying, fitting and placing HYSD Bar reinforcement in substructure complete as per Drawing and Technical Specification. | 17.59 | Mt | |
| 20 | 20 | Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material ) | 160.21 | Cum | |
| 21 | 21 | Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted. | 69.69 | Cum | |
| 22 | 22 | Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationBeyond 5 m and upto 10m Hieght (Solid Slab) | |||
| 23 | 23 | Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Above 10m Hieght (Solid Slab) | |||
| 24 | 24 | Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Beyond 5 m and upto 10m Hieght (T Beam Slab) | 234 | Cum | |
| 25 | 25 | Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Above 10m Hieght (T Beam Slab) | |||
| 26 | 26 | Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . | 36.24 | MT | |
| 27 | 27 | Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 36.63 | Cum | |
| 28 | 28 | Providing RCC M30 Grade In Railing:-- Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. | 131.84 | M | |
| 29 | 29 | Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification | 18 | No. | |
| 30 | 30 | Providing PCC M15 grade Below Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 7.93 | Cum | |
| 31 | 31 | Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification | 15.86 | Cum | |
| 32 | 32 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. | 33.8 | m | |
| 33 | 33 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m. | 1162.4 | Sqm | |
| 34 | 34 | Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3 | 1500 | Each Letter X 10Cm Ht | |
| 35 | 35 | Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc. | 1 | L.S | |
| 36 | 36 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing | 1.8 | Sqm | |
| 37 | 37 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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 | 656.88 | cum | |
| 38 | 38 | Granular sub base Gr-II with close graded material as per MORTH CL. 401. | 45 | cum | |
| 39 | 39 | Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding . | 22.5 | Rm | |
| 40 | 40 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | 160.81 | Cum | |
| 41 | 41 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504) | 123.69 | Cum | |
| 42 | 42 | Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5 | 61.85 | Cum | |
| 43 | 43 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 207 | Cum | |
| 44 | 44 | Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications | 217.13 | Cum | |
| 45 | 45 | Supplying, fitting and placing HYSD Bar reinforcement in Foundation complete as per Drawing and Technical Specification. | 2.33 | MT | |
| 46 | 46 | Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. | 40 | No | |
| 47 | 47 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 0.14 | Hect. | |
| 48 | 48 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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 | 5452.58 | Cum | |
| 49 | 49 | Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 531.3 | Cum | |
| 50 | 50 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-II) | 186.3 | Cum | |
| 51 | 51 | Water Bound Macadam :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade - II | |||
| 52 | 52 | Water Bound Macadam :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade - III | 64.69 | Cum | |
| 53 | 53 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 862.5 | Sqm | |
| 54 | 54 | Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I. | 862.5 | Sqm | |
| 55 | 55 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. | 862.5 | Sqm | |
| 56 | 56 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats | |||
| 57 | 57 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th kilometre stone | |||
| 58 | 58 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone | |||
| 59 | 59 | Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806. | 184 | Each | |
| 60 | 60 | Cost of Construction - | |||
| 61 | 61 | Add Labour Cess @ 1% | 1 | Rs. | |
| 62 | 62 | Add GST @ 12% | 1 | Rs. | |
| 63 | 63 | Add Seigniorage Fee | 1 | Rs. | |
| 64 | 64 | Total Cost of Construction (A):- | |||
| 65 | 65 | Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | 27306.7 | CuCm | |
| 66 | 66 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504) | 12.37 | Cum | |
| 67 | 67 | Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5 | 6.18 | Cum | |
| 68 | 68 | Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification | 1.59 | Cum | |
| 69 | 69 | Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | 3.66 | Cum | |
| 70 | 70 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. | 3.38 | m | |
| 71 | 71 | 1st YEAR MAINTENANCE OF ROAD | 1 | /Year | |
| 72 | 72 | 2nd YEAR MAINTENANCE OF ROAD | 1 | /Year | |
| 73 | 73 | 3rd YEAR MAINTENANCE OF ROAD | 1 | /Year | |
| 74 | 74 | 4th YEAR MAINTENANCE OF ROAD | 1 | /Year | |
| 75 | 75 | 5th YEAR MAINTENANCE OF ROAD | 1 | /Year | |
| 76 | 76 | Cost of Maintenance - | |||
| 77 | 77 | Add Labour Cess @ 1% | 1 | Rs. | |
| 78 | 78 | Add GST @ 12% | 1 | Rs. | |
| 79 | 79 | Add Seigniorage Fee | 1 | Rs. |
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