Construction Of Hl Bridge Over River Baitarani At 1.00 Km On Ambo Batto Road In The Dist Of Keonjhar ( Balance Work )
Tender Value
14.58 Crore
Estimated cost
Bid Submission
05 Apr 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
anandapur → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Hl Bridge Over River Baitarani At 1.00 Km On Ambo Batto Road In The Dist Of Keonjhar ( Balance Work )
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation of structures in all kinds of soil etcas per drawing and technical specification, including setting out,dressing of section to correct line, level, grade & camber and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr.and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required complete in all respect as per Clause 304 of MORT&H Specification for road & bridge works (5th Revision) & Direction of the Engineer in charge. |
| 2 | Supplying, fitting, fixing 8mm thick permanentsteel liner plate for piles including cost of all materials, labour for cutting, bending, welding, installation,all required T & P and machinery etc. complete as per section 1100, 1900 of MORT&H specifications for Road and Bridge works of (5th Revision) & Direction of Engineer-in charge. |
| 3 | Providing, driving and installing bored cast in situ RCC M-50 grade for pile of 1500mm dia to carry a safe load not less than specified excluding cost of steel liner & reinforcement steel but including cost of shoe and length of pile to be embedded in pile cap etc complete, concrete produced by batching, using required quantity of admixture as per IS:9103-Iand as per section 900, 1000, 1100, 1500 & 1700 of MORT&H specifications for Road and Bridge works of (5th Revision) & Direction of Engineer-in charge. |
| 4 | Providing and layingPlain cement concrete of grade M-15in foundation, substructure & superstructure of bridge works, below approach slab, drainetc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregateconforming to Table 1000-1 with formwork as per Section900,1000,1500,1700, 2100 & 2200 of MORT&H specifications for Road and Bridge works of (5th Revision)as per direction of the Engineer-in-charge. |
| 5 | In Foundation |
| 6 | In Sub-structure |
| 7 | In superstructure |
| 8 | Providing & laying of PCC grade M15 with 10% extra cementfor bottom plugging of abutment & pier wells as per approved drawingas per Section-1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge. |
| 9 | Cement concrete (1:3:6) in foundation & plinth with 4cm nominal size crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge |
| 10 | In foundation |
| 11 | In Cement Concrete road |
| 12 | Providing RCC of grade M-25 in Box cell culvert, pipe culverts as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1600,1700, 2100, 2200 & 2700, 2900 of Ministry of Road Transport & Highways (5th Revision)& as per direction of the Engineer-in-charge. |
| 13 | In Foundation |
| 14 | Sub structure |
| 15 | Super structure |
| 16 | Providing RCC of grade M-30 in well cap, substructure, wearing coat, approach slab & railling etc. as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 17 | R.C.C M-30 in Well Cap |
| 18 | R.C.C M-30 in Pier & Abt Caps . |
| 19 | R.C.C M-30 inDirt wall & Wing wall. |
| 20 | R.C.C M-30 in wearing coat |
| 21 | R.C.C M-30 in Approach Slab |
| 22 | Railing |
| 23 | Providing RCC grade of M40 in pile cap, pier shaft, pedestal etc.as per approved drawing and technical specifications using high strength approved quality cement and aggregate conforming to table 1000-1 with form work complete as per Section 1000, 1100 1500 1600, 1700, 2200, 2300,2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 24 | R.C.C M-40 in Pile Cap |
| 25 | R.C.C M-40 in Pier Shaft |
| 26 | R.C.C M-40 in Pedestal |
| 27 | Providing R.C.C grade of M 40 in deck slab / Cross girder / diaphragm including cost of all materials, labour charges for machinaries, T & P, centering and shuttering, charges of suspended type staging , supported on girders with M.S. bracket arrangment for cantilever portion including charges for all materials and labour for shuttering complete as per approved drawing and technical specification section 1000, 1500, 1600, 1700, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 28 | Providing & laying Pre-stressed Concrete (PSC) grade of M-40 in girders including cost of all materials, labour charges for machinaries, T & P, centering & shuttering charges towards casting yard, casting bed, road for lifting and lunching for the girders including charges towards providing cranes,vehicle with trailer for lifting and support the erection of girder for lunching and placement at the required height and position including charges for arrangment for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for MS reinforcement, H.T. steel, wire / strands, sheating, bearing plate, tube units, wedges etc accessories, charges towards stressing and grouting, hire charges of jack and other equipments required for stressing and grouting complete etc as per drawing and technical specification and IS 9103-Isection 1000, 1500, 1600, 1700, 2300 & clause 112 ofMoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 29 | P.S.C M-40 in Tee Beam Girder Super structure. |
| 30 | P.S.C M-40 in Box Girder Super structure. |
| 31 | Providing ,Cutting, Bending, Binding, Straightening & Placingof HYSD bars confirming to grade I.S.1786-1985 (Fe-500) in bridge work and other structural work etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 32 | Supplying, decoiling, straightening, cutting, bending, placing of High tensile steel wires/ strands satisfaying to IS 1785- part I & II in position including HDPE sheathing, all accessories for stressing, stressing operations anchoring and grouting the high tensile steel complete as per drawing and technical specifications for all PSC works. The rate includes full compensation to all inclusive of costs, all operation, contingencies, incidentals involved for the finished defect free item of work complete to specification and as per drawings and technical specification, sections 1000, 1800 ofMoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 33 | Providing & fixing of POT-PTFE bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications section 2000 & its relevant clauses & sub clauses of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 34 | Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 35 | Providing & Fixing drainage spout (grated holes) with 100mm dia GI pipe in deck slab with MS grating as per Clause-2705 & 2709under Section 900, 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of theEngineer-in-Charge. |
| 36 | Painting two coats with water based cement paint of approved quality and shade over a coat of cement wash including cost, conveyance of all material required for the work complete & including cost of all materials, form work, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 37 | Painting two coatswith synthetic enamel paint of approved quality on new concrete surface at any elevation including cost of painting , all materials, T&P required for the work completefor the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 38 | Providing weep holesin abutment of bridge work and retaining walletc with 100mm dia A.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 39 | Providing and fixing R.C.C. grade of M-15 guard posts of 600mm height and 15 cm diameter including cost of steel reinforcementfor finished item of work as per approved drawing and technical specifications complete in all respectas per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge. |
| 40 | Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate(50mm size)to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 41 | Providing and filling clean sand of approved quality inside the wells & in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 42 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge. |
| 43 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 44 | Providing & 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 required density etc completeas per section 900 &Clause No.305 ofspecifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 45 | Providing G.S.B.with sand and moorum admixture,admixing sand @ 0.38 cumand moorum @ 0.90 cumfor one cum, spreadingin layers not exceeding 100mm thick, watering & compacting to the required density at OMC as per Clause-401 & section 900 of MoRTH specifications for Roads & Bridge works (5th Revision)including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 46 | Providing, laying, spreading and compacting stone aggregates ofWBM specification to 75mm compacted thickness including filling the intersection with screening & binding materialsas per Clause 404 & section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 47 | WBM Grade - II |
| 48 | WBM Grade - III |
| 49 | Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications Section 900 and Clause 501.5.2, 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 50 | Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanicalbroom spraying @ 0.30kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 51 | Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thick composed of 13.2mm to 5.6mm aggregates either using S-60/70 penetration grade bitumen or viscocity grade bitumen of grade VG-30 to required line, grade and level to serve as wearing coarse on a previously prepared base as per Technical Specification Clause 510 & section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.. |
| 52 | Providing and laying premix seal coat 6mm thick precoated seal coat Type-B using 0.06cum (passing 11.2 mm sieve retained on 2.36mm)and 6.8kg of bitumen per 10sqm including hire and running charges of PRR, hot mix plant tar and all labours and T &P etc as per clause 511 & section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 53 | Furnishing and laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locationsincluding preparation of ground, fetching of sods and watering etc completeas per Clause 307 of MORT&H Specification for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge. |
| 54 | Providing and construction of PCC of grade M-30 in concrete pavement over a prepared sub base @ 400 kg / cum, coarse and fine aggregates confirming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, racks, compacted using needle, screed and plate vibrators & finished in continuous operation including provision of contraction & expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete for 28 days, water finishing to lines and grade as per drawing and Technical Specification Clause 602 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 55 | Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specificationscomplete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 56 | Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision)&including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 57 | Providing, laying and fixing in position reinforced cement concreteNP3 hume pipesfor culverts on first class bedding over prepared surfaceincluding pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision)&including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge. |
| 58 | 1000mm dia |
| 59 | 600mm dia |
| 60 | Randum Rubble Stone masonry in CM (1:6) using 30cm & above size H.G stone including all cost ,carriage & royalty etc. complete as per technical specification clause 1405.1.3 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. |
| 61 | 20mm thick cement plaster in CM (1:4)as per drawing & technical specificationincluding all cost ,carriage & royalty etc. complete as per specification& direction of Engineer - in- Charge. |
AI Tender Summary
Tender Timeline
Mar 17, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 05, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 06, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender