Tender For Construction Of Bridge Over Kesho River In Village Raidih Under Purnadih Panchyat In Domchanch Block, District Koderma.
Tender Value
5.88 Crore
Estimated cost
Bid Submission
05 Oct 2023
0 days left
EMD
11.78 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
domchanch → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bridge Over Kesho River In Village Raidih Under Purnadih Panchyat In Domchanch Block, District Koderma.
BOQ
| Sl. No. | Item Description |
| 1 | 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 meansDepth upto 3 m |
| 2 | Depth upto 3 m to 6m |
| 3 | 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. (ii)Ordinary Rock ( not requiring blasting)(Mechanical Means) |
| 4 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Sandy material) |
| 5 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 6 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification (PCC Grade M15 using batching plant & Concrete pump) |
| 7 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications., (RCC Grade M25 using Concrete Mixer) |
| 8 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications(Rcc GradgeM25),(RCC Grade M25 using batching plant, transit mixer & concrete pump) |
| 9 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 10 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification, (c)RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump,For (ii)T-beam & slab, 25-35 per centof (a+b+c) |
| 11 | Approach Slab Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 12 | Strip Seal Expansion Joint 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. |
| 13 | 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. |
| 14 | Drainage Spouts complete as per drawing and Technical specification |
| 15 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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. |
| 16 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 17 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 20 | 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. |
| 21 | 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) |
| 22 | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Random Rubble masonry(coursed/uncoursed) |
| 23 | 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.Rate per cum after adding royalty@Rs 27.48/cum |
| 24 | Construction of Embankment with approved material obtained from Borrow pits with approved material 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. |
| 25 | CompactingOriginal ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade 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 Rate per cum for grading-IMaterial |
| 27 | Wet Mix Macadam (Plant Mix Method) 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 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous 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 | Case-II : Type BProviding 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 | 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 |
| 34 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 35 | Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications., (RCC Grade M25 using Concrete Mixer) |
| 36 | Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications(Rcc GradgeM25),(RCC Grade M25 using batching plant, transit mixer & concrete pump) |
| 37 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 38 | 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. |
| 39 | Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. |
| 40 | Carraige of materilas:-(i) Sandlead 22 km(Surface+2US ) |
| 41 | (ii) Cementlead 12 km |
| 42 | (iii) Boulderlead 12 km(Surface+2US ) |
| 43 | (iv)Aggregate 12 km |
| 44 | (v) Steel 12 km |
| 45 | (vi) Bitumen 184 km(Surface+2US ) |
| 46 | (vi) Bitumen Emulsion 184 km(Surface+2US ) |
| 47 | GST @ 18% |
| 48 | Labour cess @ 1% |
AI Tender Summary
Tender Timeline
Sep 16, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 10, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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