Tender For Construction Of High Level Rcc Bridge Over Local Nala In 37Th K.M. Of Majhgaon-Jaitgarh-Noamundi Road (Mdr-184)
Tender Value
3.47 Crore
Estimated cost
Bid Submission
21 Jun 2023
0 days left
EMD
3.47 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
noamundi → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of High Level Rcc Bridge Over Local Nala In 37Th K.M. Of Majhgaon-Jaitgarh-Noamundi Road ( Mdr-184 )
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for Structures (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.) (I) ORDINARY SOIL |
| 2 | Providing and laying of P.C.C. M15 levelling cource 100 mm thick in open foundation complete as per drwaing and technical specifications. |
| 3 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. M30 |
| 4 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 5 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter- 1200 mm) |
| 6 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. |
| 7 | Providing PCC/RCC mechanically mixed concretein abutment, Pier, wing wall, return wall, curtain wall, toe wall with graded stone aggregate 40 mm nominal size and clean coarse sand of FM 2 and above, well screened free from all dirt, dust shells and other deleteriousmaterials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing in position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinery, deperciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job per design/drawing and technical specification and MORT&H specification clauses and other relevent clauses and direction of E/I (excluding cost of reinforcement and it\"s cutting, bending, binding etc.). M30 |
| 8 | Providing weep holes in PCC/RCC in abutment, wing wall, return wall with 100 mm dia A.C. pipes, collar, M.S. clamps including cost of all materials and labour, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation incidental charges, all taxes and royalty etc. all Complete job as per design/ drawing and technical specifications and MORT&H specification clauses and other relevent clauses and direction of E/I. |
| 9 | Providing PCC/RCC mechanically mixed concretein abutmrent cap, Pier cap, crash barrier etc., with graded stone aggregate 20 mm nominal size and clean coarse sand of FM 2 and above, well screened, free from all dirt, dust shells and other deleteriousmaterials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing in position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinery, deperciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevent clauses and direction of E/I (excluding cost of reinforcement and it\"s cutting, bending, binding etc.).M30 |
| 10 | Providing HYSD bars in all type of RCC works in sub structure bed block, abutment, return wall, pier shaft, abutment cap, pier cap including cutting to sizes, bending, binding, placing in position on cement cubes with cost of all materials, labour, tools and plants, all taxes, handling material at site and incidental charges, all complete job as per design/drawing and technical specifications and MORT&H specifications clauses and other relevant clauses and directiopn of E/I. |
| 11 | Providing P.C.C. M15 ordinary grade mechanically mixed concretebelow approach slab, as levelling course with graded stone aggregate 40 mm to 10 mm size and clean coarse sand of FM 2 and above, well screened, free from all dirt, dust shells and other deleteriousmaterials, including cost of all materials form work, labour, handling material at site, tools and plants, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinery, deperciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevent clauses and direction of E/I. CONCRETE UNDER APPROACH SLAB |
| 12 | Providing PCC/RCC mechanically mixed concretein Deck slab, girder, bed blockand foot path, with graded stone aggregate 20 mm nominal size and clean coarse sand of FM 2 and above, well screened, free from all dirt, dust shells and other deleteriousmaterials, including cost of all materials form work, labour, handling material at site, centering and shuttering, screening, mixing in cement mixer, placing in position, vibrating, hire and running charges of concrete mixer and needle vibrater, curing cost of water with all leads and lifts, all taxes and royalties, incidental charges, hire and running charges of machinery, deperciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevent clauses and direction of E/I (excluding cost of reinforcement and it\"s cutting, bending, binding etc.). (a) RCC M-35 TOTAL CONCRETE IN SUPERSTRUCTURE (excluding railing) |
| 13 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcementconfirming MoRT&H Specification and as per details given IRC-5 including dowel bars, expansion joints filled with pre-mouldedasphalt filler board etc.. and approved drawing andatlocations directed by the Engineer, all as specified) M 40 Crash Barrier |
| 14 | Providing and laying RCC wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 15 | Providing and laying RCC Approach Slab M30 grade including reinforcement and formwork complete as per drawing and Technical specification. |
| 16 | Providing Drainage Spouts with 260mmx260mm M.S. grating 100mm dia. 1.00m long G.I. pipe including cost of all labour and material all complete job as peras per drawing and Technical specification and MORT&H specification and direction od E/I. |
| 17 | Supplying, fitting and fixing elastomeric bearing conforming to IRC:83 (Part-I) section IX in position, true to lines and level including all accessories, neoprene w.r.l.m.s. plate, all labourincluding machinary inputs for various processing operations like gas cutting, fabrication,converting into elastomeric compound of required specifications for adding chemical like primer forplates and final bonding agents of plates to elasrtomer, for pretreatment, bonding/vulcanizing of elastomeric compound with reinforcing steel plate, hire and running charges of machinery with deperciation, major/minor repair, POL and other lubricants, pay of machinary staff, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation etc. all complete job as per design/drawing and technical specification and MORT&H specification clauses and other relevent clauses and direction of E/I. |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. |
| 19 | 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.) |
| 20 | Back filling behind abutment, wing wall and return wall including foundation trenches with granular material combind with all leads and lifts at site including cost of all materials, labour tools and plants, watering, cost of water with all leads and lifts, dressing and rammming, free from grass and other looses deleterious materials likely to deteriorate, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304and other relevant clauses and direction of E/I. |
| 21 | Providingfilter media with stone metal grade -III conforming to MORT&H table 400-7, free from grass, dirt and debris and other losses and deleterious materials likely to deteriorate, providing light, barrier danger signals, choukidar, making and maintaining diversion, traffic regulation incidental changes, all taxes and royalty etc. allcomplete job as per drwaing/design and technical specification and MORT&H specification clause 305 and other relevant clauses and direction of E/I. |
| 22 | Providing, laying, fitting, fixing stone boulder pitching duly packed in slope of road embankment and approach with approved quality of materials within 150 m of worksite and all lift as per direction of E/I. Including cost of all materials, labour. |
| 23 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 24 | CONFIRMATORY BORING |
| 25 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.) (Crash Barrier) |
| 26 | Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) |
| 27 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. |
| 28 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimmingbottom andside slopes, in accordance withrequirements of lines, grades and crosssections, and tranporting to the embankment location within all lifts and lead upto 1000 m |
| 29 | 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. |
| 30 | 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 including cost of watering, rolling and compaction all complete as per specification and direction of E/I. Rolling with vibratory Roller |
| 31 | 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. |
| 32 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 33 | Construction of sub-grade and earthen shoulders 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. |
| 34 | Construction of granular sub-base by providing graded Material, mixing, carriage of mixed Material to work site, spreading in uniform layers with motor graderon prepared surface mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 35 | Wet Mix macadam (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.) |
| 36 | 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. As per MORT&H specification 502 (4th revision) & as per direction of E/I. |
| 37 | 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. |
| 38 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per centby weight of total 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. 505 complete in all respects. |
| 39 | Providing and laying bituminousconcrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 percent of 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 MORT&H specification clause no. 507 complete in all respects. |
| 40 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) |
| 41 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflectivesheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.60 cm Triangular |
| 42 | Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) |
| 43 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LEDself illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.) |
| 44 | Road Delineators (Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.) |
| 45 | Add 18% GST : |
| 46 | Add 1% Labour Cess: |
AI Tender Summary
Tender Timeline
Jun 14, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJun 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 23, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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