Tender For Repair Work Of B.T. Road From Jarjara To Petomodha In Block Barkagaon, Dist.-Hazaribag.
Tender Value
98.71 Lakhs
Estimated cost
Bid Submission
05 Jan 2023
0 days left
EMD
1.97 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
barkagaon → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair Work Of B.T. Road From Jarjara To Petomodha In Block Barkagaon, Dist.-Hazaribag.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing of grass and removal of rubbish up to a distance of 50 m outside the periphery of the area as per Technical Specification Clause 201S.O.R. Item No. (2.2) |
| 2 | Plain / Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications all complete job.(PCC Gr- M-20) |
| 3 | E/W in Excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading ,removal of stumps and other all complete job. RDD 3.13(I)A Ordinary soil of 50% |
| 4 | E/W in Excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading ,removal of stumps and other all complete job. RDD 3.13(II)A Soft Rock of 50 % |
| 5 | Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300.2 with 1000Mlead as per Technical Specification Clause 303.1S.O.R. Item No. 3.18 |
| 6 | Loosening, leveling and Compacting original 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 Tablea 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.41S.O.R. Item No.3.19 Case-II (ii) |
| 7 | Granular sub-base with Close Graded Material (Table:400-1) Plant Mix Method (Construction 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)With Grading -III MaterialS.O.R. Item No. 4.1 B (iii) Factor =1.01 |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Using ScreeningCrushable type such as Moorum or Gravel. |
| 9 | 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. |
| 10 | 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. |
| 11 | 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. |
| 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B Seal coats |
| 13 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 14 | Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 15 | Providing rough dressed course stone masonry in cement mortar (1:4) in foundation and plinth with hammer dressed stone of less than 0.03m3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. RDD 12.7B |
| 16 | Providing and laying P.C.C M-150 with nominal mix of (1:2:4) in foundation all complete job.RDD 12.8A |
| 17 | Plaster with C.M (1:3) on Brick work in sub -structure as per Technical specifications. all complete job. RDD 13.03 |
| 18 | Providing rough dressed course stone masonry in cement motar (1:4) in superstructure with designationand approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening, carriage of materials, scaffolding, raking out joint to 20mm depth, curing, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of E/I. RDD 13.4A |
| 19 | Plain / Reinforced cement concrete in Sub-structure complete as per drawing and Technical Specifications .do…do..all complete job.(PCC Gr- M-20) do-----do--------all complete job.13.5 B(p) |
| 20 | Plain / Reinforced cement concrete in sub - structure complete as per drawing and Technical Specifications……do……do..all complete job. (PCC GRADEM-25 IN deck Slab) RDD13.5F(p) |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications & placing all complete job. RDD 13.6 |
| 22 | 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 drawing foce. Complete as per drawing and Technical specifications do-----do--------all complete job. RDD 13.8 |
| 23 | Backfilling behind abutment ,wing wall and return wall with Sandy material complete as per drawings & technical specification clause 1204.3.8RDD 13.9(B) |
| 24 | Providing and layingcement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. RDD14.4 |
| 25 | Construction of RCC railing of M30 Grade in-situ with 20 mm 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 specifications. RDD14.7 |
| 26 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. RDD 14.17(ii) |
| 27 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 all complete job. RDD 15.9 |
| 28 | E/W in Excavation in Foundation Trenches in all kinds of soil all complete job. |
| 29 | Earth Work in Filling foundation trenches or back filling of masonary structure with 30 m Leadall complete as per direction of E/I. WRD 7.1.31 |
| 30 | Earth Work in Filling foundation trenches or back filling of masonary structure with ½ Km. Leadall complete as per direction of E/I. WRD 7.1.35.1 |
| 31 | Dewatering During working period with 10H.P diesel set all complete job. PM-29,P-83,WRD |
| 32 | Carriage of MaterialCement (Lead 32 KM) |
| 33 | Sand (Lead 18 KM) |
| 34 | Stone chips (Lead 20 KM) |
| 35 | Stone Metal |
| 36 | Boulder (Lead 20 KM) |
| 37 | Steel (Lead 32 KM) |
| 38 | GST @ 18% |
| 39 | Labour Cess @ 1% |
AI Tender Summary
Tender Timeline
Dec 31, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 05, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 07, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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