Tender For Construction Of Hl Bridge Over Local Stream On Road Mrl24-Gandhi School To Jamghati Via Birsodih At Ch-6200 , Bridge Length-96.84 M , Package No- Jh13kodmars105. 2.Construction Of Hl Bridge Over Local Stream On Road Mrl-20 Beko To Naitand Ch:-
Tender Value
6.26 Crore
Estimated cost
Bid Submission
08 Feb 2023
0 days left
EMD
12.53 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
koderma → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Hl Bridge Over Local Stream On Road Mrl24-Gandhi School To Jamghati Via Birsodih At Ch-6200 , Bridge Length-96.84 M , Package No- Jh13kodmars105. 2.Construction Of Hl Bridge Over Local Stream On Road Mrl-20 Beko To Naitand Ch:- 1947 , Length Of Bridge - 22.36 M , Koderma District
BOQ
| Sl. No. | Item Description |
| 1 | 1.Construction of HL Bridge Over local Stream on Road MRL24-GANDHI SCHOOL TO JAMGHATI VIA BIRSODIH AT CH-6200 , Bridge length-96.84 m , Package no- JH13KODMARS105. |
| 2 | Excavation 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 |
| 3 | Depth upto 3m |
| 4 | Depth between 3m to 6m |
| 5 | 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 |
| 6 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 7 | 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.) |
| 8 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15)Annular Filling |
| 9 | PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification |
| 10 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) |
| 11 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) |
| 12 | Height Upto5m |
| 13 | Height between 5m to 10m |
| 14 | 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. |
| 15 | 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) |
| 16 | Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification. |
| 17 | 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. |
| 18 | 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. |
| 19 | Providing drainage spout complete as per drawing and technical specification |
| 20 | 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. |
| 21 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 22 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 23 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 24 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 25 | Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification |
| 26 | 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 |
| 27 | Carrying out confirmatory boring for soil investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification. |
| 28 | 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. |
| 29 | Construction of Embankment with Material deposited from Borrow Pits (Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Rolling with Vibratory roller. |
| 30 | Compacting original ground supporting embankment (. Rolling with vibratory roller |
| 31 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / Tractor mount grader 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. |
| 32 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. |
| 33 | 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) |
| 34 | 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. |
| 35 | Providing and laying bituminous macadam( replacing bitumen by 8% with waste plastic ) with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 36 | Providing and laying semi dense bituminous concrete (replacing bitumen by 8% with waste plastic ) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 37 | 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 ) |
| 38 | Providing PMGSY LOGO as per drawing and technical specification. |
| 39 | Providing Rectrorefractive sign board as per IRC 67 made of encapsulated lense type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thk. Supported on mild steel angle. |
| 40 | Excavation 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) Manual means. |
| 41 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 42 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 ) |
| 43 | Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. |
| 44 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. |
| 45 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 )For Coping |
| 46 | First Year Maintenance |
| 47 | Second Year Maintenance |
| 48 | Third Year Maintenance |
| 49 | Fourth Year Maintenance |
| 50 | Fifth Year Maintenance |
| 51 | 2.Construction of HL Bridge Over local Stream on Road MRL-20 Beko to Naitand CH:- 1947 , Length of Bridge - 22.36 M ,Koderma District |
| 52 | Excavation 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 |
| 53 | Depth upto 3m |
| 54 | Depth between 3m to 6m |
| 55 | 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 |
| 56 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification |
| 57 | 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.) |
| 58 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15)Annular Filling |
| 59 | PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification |
| 60 | Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer) |
| 61 | Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) |
| 62 | Height Upto5m |
| 63 | 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. |
| 64 | 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) |
| 65 | Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification. |
| 66 | 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. |
| 67 | 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. |
| 68 | Providing drainage spout complete as per drawing and technical specification |
| 69 | 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. |
| 70 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 71 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 72 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 73 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 74 | Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification |
| 75 | 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 |
| 76 | Carrying out confirmatory boring for soil investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification. |
| 77 | Compacting original ground supporting embankment (. Rolling with vibratory roller |
| 78 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / Tractor mount grader 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. |
| 79 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. |
| 80 | 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) |
| 81 | 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. |
| 82 | Providing and laying bituminous macadam( replacing bitumen by 8% with waste plastic ) with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 83 | Providing and laying semi dense bituminous concrete (replacing bitumen by 8% with waste plastic ) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 84 | 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 ) |
| 85 | Providing PMGSY LOGO as per drawing and technical specification. |
| 86 | Providing Rectrorefractive sign board as per IRC 67 made of encapsulated lense type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thk. Supported on mild steel angle. |
| 87 | 1st year Maintenance |
| 88 | 2nd year Maintenance |
| 89 | 3rd year Maintenance |
| 90 | 4th year Maintenance |
| 91 | 5th year Maintenance |
| 92 | GST @ 18% |
| 93 | Labour Cess @ 1% |
AI Tender Summary
Tender Timeline
Jan 27, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 08, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 09, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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