Tender For Civil Works - Roads Work -Prastawik Sadak 0-1 Anik Yadav Ke Ghar To Begwa Tola . Sharma Tola Tak .
Tender Value
63.58 Lakhs
Estimated cost
Bid Submission
24 Mar 2020
0 days left
EMD
1.27 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
Triveniganj → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Civil Works - Roads work -Prastawik Sadak 0-1 Anik Yadav Ke Ghar To Begwa Tola . Sharma Tola Tak .
BOQ
| Name of Work: Prastawit Sadak 01 Anik Yadav House TO Begwa Tola Sharma Tola tak | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. | 5 | Per Km | |
| 2 | 2 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. \n(a) In area of Light jungle | 0.23 | Hect. | |
| 3 | 3 | Dismantling of Structures\nDismantling 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.\n(C )Reinforced Cement concrete | 0.81 | cum | |
| 4 | 4 | Dismantling of Structures\nDismantling 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. \n(ii) Dismantling Brick / Tile work/Stone Masonary | 30.69 | cum | |
| 5 | 5 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.\n(b) Above 600 mm to 900 mm Dia Pipe | 5 | Rm | |
| 6 | 6 | Construction of Embankment with Material Obtained from Pits\n(ii) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5\n Lead up to 100 M | 856.78 | cum | |
| 7 | 7 | Construction of Embankment with Material Obtained from Pits\n(ii) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5 \nLead 100m to 1000 M | 214.2 | cum | |
| 8 | 8 | Construction of Subgrade and Earthen Shoulders\nConstruction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 4%) 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 as per Technical Specification Clause 303.1. | 272.19 | cum | |
| 9 | 9 | Granular Sub-base with Well Graded Material (Table 400.1)\nConstruction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Gr.I\nRigid Pavement | 246.19 | cum | |
| 10 | 10 | WBM Grading 3 With Stone Screening\nProviding, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nRigid Pavemenmt | 184.64 | cum | |
| 11 | 11 | Cement Concrete Pavement\nConstruction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including eveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | 393.9 | cum | |
| 12 | 12 | Hard Shouldering\nLaying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | 650 | cum | |
| 13 | 13 | Providing and Fixing 'Logo' of MMGSY Project\nProviding and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate 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 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 enamel 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 and Annexure 1700.1\n(A)Providing and Fixing 'Logo' of MMGSY Project | 2 | Each | |
| 14 | 14 | Providing and fixing 'Citizen Information Board' of MMGSY Project\n(B) Providing and fixing of typical \" MMGSY Citizen Information Board\" made of brick/stone masonary of RCC as per drawings and specifications painted by standard colour as per drawing with lettering, border, heading, logo, arrows etc. using synthetic enamel paint of superior quality and all details as per standard drawings of PMGSY including excavation, concreting painting base, border and lettering, painting cross-section of road and other required details etc. complete as directed by Engineer-in-charge. (II) PCC/RCC | 2 | Each | |
| 15 | 15 | Providing and fixing 'Logo' of MMGSY Project\n(C) Providing and fixing 'Logo' of Maintenance | 1 | Each | |
| 16 | 16 | Retro-Reflectorised Traffic Signs: 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 per drawings and Technical Specification Clause 801.\ni)600 mm equilateral & triangle | 3 | Each | |
| 17 | 17 | Retro-Reflectorised Traffic Signs: 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 per drawings and Technical Specification Clause 801.\nii)900 mm side octagon | 2 | Each | |
| 18 | 18 | Retro-Reflectorised Traffic Signs: 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 per drawings and Technical Specification Clause 801.\niii)600 mm x 450 mm rectangular | 3 | Each | |
| 19 | 19 | Ordinary Kilometer Stone (Precast)\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | 2 | Each | |
| 20 | 20 | 200 m stone (precast)\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | 2 | Each | |
| 21 | 21 | Providing & Laying of Hot Applied Thermoplastic compound 2.5 mm Thick including refloctorising glass beads @ 250 gms/ sqm area, thiockness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform & free from streaks & holes. | 130 | Sqm | |
| 22 | 22 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 59.6 | cum | |
| 23 | 23 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 9.2 | cum | |
| 24 | 24 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 | 67.48 | cum | |
| 25 | 25 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | 15 | m | |
| 26 | 26 | Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1705 | 41.28 | sqm | |
| 27 | 27 | Add GST @ 12%:- | 0.12 | Percent | |
| 28 | 28 | Add Labour Cess @ 1%:- | 0.01 | Percent | |
| 29 | 29 | Add Seigniorage Fee @ 10% | Add Seigniorage Fee @ 10% | 0.1 | Percent |
| 30 | 30 | Maintenance cost of Project road for the Ist year= | 0.65 | Km | |
| 31 | 31 | Maintenance cost of Project road for the 2nd year= | 0.65 | Km | |
| 32 | 32 | Maintenance cost of Project road for the 3rd year= | 0.65 | Km | |
| 33 | 33 | Maintenance cost of Project road for the 4th year= | 0.65 | Km | |
| 34 | 34 | Maintenance cost of Project road for the 5th year= | 0.65 | Km | |
| 35 | 35 | Add GST @ 12%:- | 0.12 | Percent | |
| 36 | 36 | Add Labour Cess @ 1%:- | 0.01 | Percent | |
| 37 | 37 | Add Seigniorage Fee @ 10% | Add Seigniorage Fee @ 10% | 0.1 | Percent |
AI Tender Summary
Tender Timeline
Mar 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 24, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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