Tender For Construction Of Bridge Over Barakar River At Keshwari Ghat (Dalangi) Under Birni Block, District Giridih.
Tender Value
8.17 Crore
Estimated cost
Bid Submission
19 Oct 2022
0 days left
EMD
16.35 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
birni → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bridge Over Barakar River At Keshwari Ghat ( Dalangi ) Under Birni Block, District Giridih.
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 ofesides and bottom and bockfilling with approved lacinmaterial)Mechanial 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 | Filling Annular Space around footing in rock |
| 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 | Height between 5m to 10m |
| 11 | 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. |
| 12 | 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) |
| 13 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 14 | 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. |
| 15 | 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 Mort&H specification complete including all accessories as per drwaing and technical specifications |
| 16 | Drainage spout complete as per drawing and technical specification |
| 17 | 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. |
| 18 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. |
| 19 | Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 20 | Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 21 | Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 22 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 23 | 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) |
| 24 | APPROACH ROAD PARTConstruction 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 | Loosening, leveling and compacting orinal ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for emabakment construction. |
| 26 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.for Grading - I Material |
| 27 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 28 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 29 | 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. |
| 30 | Open-Graded Premix Surfacing(Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades. |
| 31 | Seal Coat Type-B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade. |
| 32 | 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) |
| 33 | TOE WALL PARTEarth 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.Depth upto 3 m |
| 34 | Plain/Reinforced cement concrete in Open Foundation complete as per drawing and technical specification, (pCC Grade M20 using batching plant, transit mixture & Concrete pump |
| 35 | Carriage of MaterialsSand (Local) |
| 36 | Cement (Sariya) |
| 37 | Boulder (Kherdiha) |
| 38 | Aggregate (Kherdiha) |
| 39 | Steel (Sariya) |
| 40 | Bitumen (Bokaro) |
| 41 | Bitumen Emulsion (Bokaro) |
| 42 | GST @ 18% |
| 43 | Labour cess @ 1% |
AI Tender Summary
Tender Timeline
Oct 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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