Tender For Construction Of Bridge Work -T26-Bauram Rcd Road Se Jamalpur Thana Via Jamalpur Gramin Bank Mushariya Uttar H.L.B.Bridge Across Kamla River On Pmgsy Road T26-Bauram Rcd Road Se Jamalpur Thana At Ch 510M
Tender Value
20.79 Crore
Estimated cost
Bid Submission
29 Jan 2024
0 days left
EMD
41.59 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
biraul → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For construction of bridge work -T26-Bauram Rcd Road Se Jamalpur Thana Via Jamalpur Gramin Bank Mushariya Uttar H.L.B.Bridge Across Kamla River On Pmgsy Road T26-Bauram Rcd Road Se Jamalpur Thana At Ch 510M
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation for 8m dia. Well. Assuming depth of water 4.0 m and height of island 4.5 m including Royality for earth @ Rs. 13565.00 for each Island. |
| 3 | Providing service road etc. all complete job as per specifications and direction of E/I. |
| 4 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification |
| 5 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC M-30 (Well Curb) |
| 6 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC M-30 (Well Stening) |
| 7 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC M-25 (Bottom Plug) |
| 8 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC M-25 (Intermideate Plug) |
| 9 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC M-25 (Top Plug) |
| 10 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. RCC M-30 (Well Cap) |
| 11 | Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.. Sandy Soil ( Depth below bed level upto 3.0 M) |
| 12 | Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy Soil ( Beyond 3m upto 10m depth) |
| 13 | Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy Soil ( Beyond 10m upto 20m depth) |
| 14 | Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy Soil ( Beyond 20m upto 30m depth) (b) Including 20% for Kentledge |
| 15 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sandy Soil ( Beyond 30m upto 40m depth) (b) Including 20% for Kentledge |
| 16 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. |
| 17 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification & Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 18 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 19 | Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MORT&H Specification. |
| 20 | Providing RCC M-30 Mechanically mixed concrete in Sub Structure with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design Upto 5 m Hieght |
| 21 | Providing RCC M-30 Mechanically mixed concrete in Sub Structure 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 |
| 22 | 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. |
| 23 | 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. |
| 24 | Supplying, fitting and placing HYSD Bar reinforcementin substructure complete as per Drawing and Technical Specification. |
| 25 | Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material ) |
| 26 | 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. |
| 27 | ProvidingRCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 28 | 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 . |
| 29 | Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 30 | 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. |
| 31 | Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification |
| 32 | Providing PCC M15 gradeBelow Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 33 | Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 34 | 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. |
| 35 | 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. |
| 36 | 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 |
| 37 | Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc. |
| 38 | 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 |
| 39 | Construction of embankment with material obtained from borrow pits vide S.O.R. item No. 3.16 MOST CI. 305. |
| 40 | Granular sub base Gr-II with close graded material as per MORTH CL. 401. |
| 41 | Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding . |
| 42 | 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. |
| 43 | Providing and laying pitching on slopes laid overprepared 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) |
| 44 | Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5 |
| 45 | 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. |
| 46 | Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications |
| 47 | Supplying, fitting and placing HYSD Bar reinforcementin Foundation complete as per Drawing and Technical Specification. |
| 48 | 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. |
| 49 | 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. |
| 50 | Construction of embankment with material obtained from borrow pits vide S.O.R. item No. 3.16 MOST CI. 305. |
| 51 | 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 |
| 52 | 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-I) |
| 53 | Water Bound Macadam Grade - III :- 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. |
| 54 | 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. |
| 55 | Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I. |
| 56 | Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Mechanical Means) |
| 57 | Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806. |
| 58 | Add Labour Cess@ 1.00% |
| 59 | Add GST@ 18.00% |
| 60 | Add Seigniorage Fee |
| 61 | 1st YEAR MAINTENANCE OF ROAD |
| 62 | 2nd YEAR MAINTENANCE OF ROAD |
| 63 | 3rd YEAR MAINTENANCE OF ROAD |
| 64 | 4th YEAR MAINTENANCE OF ROAD |
| 65 | 5th YEAR MAINTENANCE OF ROAD |
| 66 | Add GST @ 18% |
| 67 | Add Cess @ 1% |
| 68 | Add Seigniorage Fee |
AI Tender Summary
Tender Timeline
Jan 16, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJan 29, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 29, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender