Construction Of Bridge Over River Local Nalla In Tulgram Village Under Narda Panchayat, Potka Block, East Singhbhum District.
Tender Value
4.17 Crore
Estimated cost
Bid Submission
05 Apr 2022
0 days left
EMD
8.36 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
potka → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bridge Over River Local Nalla In Tulgram Village Under Narda Panchayat, Potka Block, East Singhbhum District.
BOQ
| Sl. No. | Item Description |
| 1 | Bridge PartExcavation for structures in ordinary soil (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 bockfilling with approved material) Mechanical meansDepth upto 3m |
| 2 | Depth between 3m to 6m |
| 3 | Excavation for structures in ordinary Rock not requiring blasting (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 bockfilling with approved material) Mechanical means |
| 4 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 5 | PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) |
| 6 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15)Annular Filling |
| 7 | PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification |
| 8 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) |
| 9 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto5m |
| 10 | 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 drawingface. Complete as per drawing and technical specification. |
| 11 | Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30RCC T-Beam & Slab (Height between 5m to 10m) |
| 12 | Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification. |
| 13 | Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer\"s instructions for installation. |
| 14 | Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification. |
| 15 | Providing drainage spout complete as per drawing and technical specification |
| 16 | Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins. |
| 17 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 18 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 19 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 20 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 21 | Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification |
| 22 | 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 and technical specifications |
| 23 | Approach RoadConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 24 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 25 | Compacting original ground supporting embankment (. Rolling with vibratory roller |
| 26 | Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarsegraded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)for Grading - III Material |
| 27 | 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 vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening /Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).Grading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller) |
| 28 | Grading -III (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller) |
| 29 | Prime Coat (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) |
| 30 | Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 31 | Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacingof 20mm thickness composed of 13.2 mm to 5.6mm 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.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour) |
| 32 | Seal Coat - Type A (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade. |
| 33 | 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 and technical specifications. (Stone / Boulder ) |
| 34 | Retaining WallExcavation for structures in ordinary soil (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 bockfilling with approved material) Mechanical means |
| 35 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 using Concrete Mixer) |
| 36 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) |
| 37 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) |
| 38 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 39 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 40 | Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification |
| 41 | Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification. |
| 42 | Box Culvert E/w in excavation of foundation trenches for bridges in ordinary soil vide classification of soil type - A combined with all leads including cost of all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation; providing light, barriers, danger signals, chowkidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specifications and MOST specifications Clause 304 and other relevant clauses (4th revision) and direction of E/I. |
| 43 | Providing P.C.C.M15 mechanically mexed concrete in open foundation trenches with stone aggregate 20mm nominal size and clean coarse sand of FM-2 and above well screened free from dirt, dust shells and other deleterious materials including cost of all materials, labour, handling materisl at site, centering and shuttering, screening, mixing in cement mixer, placing in position, vibration, curing, cost of water with all leads and lifts, tools and plants, incidental charges, all taxes and royalties, hire and running charges of concrete mixer and needle vibrator, with depreciation, major/minor repair, POL and other lubricants, pay of machinery staff, providing light, barriers, danger signals, chowkidar, making and maintaining diversion and traffic regulation etc. all complete job as per approved design/drawings, technical specifications and relevant clauses of MOST specification (4th revision) and direction of E/I. |
| 44 | Providing R.C.C.M20 (1:11/2:3) mechanically mixed concrete in sub-structure with stone aggregate 20mm nominal size and clean coarse sand of FM2 and above well screened, free from dirt, dust shells and other deleterious materials including cost of all materials, labour, handling materials at site, centering and shuttering, screening, mixing in cement mixer, placing in position, vibrating, curing, cost of water will all leads and lifts, tools and plants, incidental charges, all taxes and royalties, hire and running charges and concrete mixer and needle vibrator, with depreciation, major/minor repair, POL and other lubricants, pay of machinery staff, providing light, barrers, danger signals, chowkidar, making and maintaining diversion and traffic regulation etc. all complete job as per approved design/drawings, technical specifications and relevant clauses of MOST specification (4th revision) and direction of E/I. |
| 45 | Providing R.C.C. M-30 grade mechanically mixed concrete in super-structurewith stone aggregate of 20mm nominal size and clean coarse sand of FM2 and above, well screened, free from shells and other deleterious materials, including cost of all materials, labour, handling materials at site, centering and shuttering, screening, mixing in cement mixer, placing in positiion, vibrating, curing, cost of water with all leads and lifts, tools and plants, incidental charges, all taxes and royalties, hire and running charges of concrete mixer and screed vibrator, with depreciation, major/minor repair, POL and other lubricants, pay of machnery staff, providing light, barriers, danger signals, chowkidar, making and maintaining diversion and traffic regulation etc., all complete job as per approved design/drawings, technical specifications and relevant clauses of MOST specifications (4th revision) and direction of E/I. |
| 46 | Providing R.C.C. M-25 grade, mechanically mixed concrete in approach slab with graded stone aggregate of 20mm nominal size and clean coarse sand of FM2 and above, well screened, free from dirt, dust, shells and other deleterious materials, reinforcement with 12mm dia HYSD bars @ 150mm c/c bothe ways at top and bottom including cuytting, bending, binding and placing in position on cement cubes and formwork including cutting, bending, bindng and placing in position on cement cuybes and formwork including cost of all materials, labour, handling materials at site, tools and plants, curing, cost of water with all leads and lifts, all taxes and royalties, icidental charges and lifts, all taxes and royalties, incidental charges, hire and running charges of machinery, depreciation, major/minor repair, POL and other lubricants, pay of machinery staff, providing light, barriers, danger signals, chowwkidar, making and maintaining diversion, traffic regulation etc. all complete job as per approved design/drawing/technical speciufications/relevant clauses of MOST specification (4th revision) and direction of E/I. |
| 47 | Providing drainage spounts with 260mm x 260mm M.S. grating 100mm dia, 1.00 metre long G.I. Pipe including cost of all materials and labour, as per approved design/drawing/technical specifications, relevant clauses of MOST specification (4th revision) and direction of E/I. |
| 48 | Providing R.C.C. M-30 grade mechanically mixed concrete in Railing with stone aggregate of 20mm nominal size and clean coarse sand of FM2 and above, well screened, free from shells and other deleterious materials, including cost of all materials, labour, handling materisl at site, centering and shuttering, screening, mixing in cement mixer, placing in position, vibrating, curing, cost of water with all leads and lifts, tools and plants, incidental charges, all taxes and royalties, hire and running charges of concrete mixer and screed vibrator, with depreciation, major/minor repair, POL and other Lubricants, pay of machinery staff, providing light, barriers, danger signals, chowkidar, making and maintaining diversion and traffic regulation etc., all complete job as per approved design/drawings, technical specifications and relevant clauses of MOST specifications (4th revision) and direction of E/I. |
| 49 | Providing HYSD/ mild steel bars in all types of R.C.C. work in bridge foundations, including cutting to sizes, bending, binding, placing in position on cement cubes with cost of all materials, labour, tools and plants, all taxes, handling materials at site, and incidental charges, all complete job as per approved design/drawing/technical specification and relevant clauses of MOSTspecifications and direction of E/I. |
| 50 | Providing rubber stone flooring in cement mortar (1:3) with stone boulder of specified size, quary spalls and clean coarse sand of FM 2 and above, well screened free from dirt, dust, and other deleterious materials including cost of all materials, labour, handling materials at site, curing, cost of water with all leads and lifts, taxes and royalties, incidental charges, tools and plants etc all complete job as per approved design/technical specifications, relevant clauses of MOST specification (4th revision) and direction of E/I. |
| 51 | Providing and laying boulder pitching on slopes with stone boulder of specified size and quarry spalls including cost of all materials at site, all incidental charges, taxes and roualties etc. all complete job as per design, drawing, technical specifications, relevant clauses of MOST specifications (4th revision) and direction of E/I. |
| 52 | Providing filter materials under neath pitching in slopes with stone metal grade-III conforming to MOST table 400-7, including cost of all materials, labour, handling materials at site, taxes, royalties, tools and plants etc. all complete job as per approved design/drawing/ technical specifications, relevant clauses of MOST specifications (4th revision) and direction of E/I. |
| 53 | Providing weep holes in P.C.C./R.C.C. in abutment, wing wall, return wall with 100 mm dia A.C. pipe, collar, M.S. clamps including cost of all materials and labour, providing light, barrier, danger signals, chowkidar, making and maintaining diversion and traffic regulation, tools and plants, incidental charges, all taxes etc., all complete job as per design/drawing/technical specifications and relevant clauses of MOST specifications and direction of E/I. |
| 54 | Providing two coats painting on kerb in black and yellow alternate bands with road marking paints (IS quality) after cleaning the surface and sandpapering, including cost of all materials, labour, tools and plants, incidental charges, all taxes etc. all complete job as per approved drawing, technical specifications, relevant clauses of MOST specification (4th revision) and direction of E/I. |
| 55 | Providing 25mm wide slab seal type of expansion joint, including cost of all materials and labour, providing light, barrier, danger signals, chowkidar, making and maintaining diversion andtraffic regulation,tools and plants, incidental charges, all taxes etc., all complete job as per design/drawing/technical specification and relevant clauses of MOST specifications and direction of E/I. |
| 56 | Back filling behind abutment, wing wall, and return wall with sand/ gravely material combined with all leads and lifts at site including cost of all materisl, labour, tools and plants, watering, cost of water with all leads and lifts, dressing and ramming, free from grass and other loose deleterious materials likely to deteriorate, providing light barriers, danger signals, including cost of traffic control, making and maintaining diversion and danger signals, chowkidar, incidental charges, all taxes and royalties, etc. all complete job as per design/drawing/technical specification/MOST specifications clause 304 and relevant clauses (4th revision) and direction of E/I. |
| 57 | Carriage of MaterialsSand- 42 Km |
| 58 | Cement- 42 Km |
| 59 | Boulder- 30 Km |
| 60 | Aggregate- 27 Km |
| 61 | Steel- 42 Km |
| 62 | Bitumen- 182 Km |
| 63 | Bitumen Emulsion- 182 Km |
| 64 | GST @ 12% |
| 65 | Labour cess @ 1% |
AI Tender Summary
Tender Timeline
Mar 30, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 05, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 07, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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