Bihar Rajya Pul Nirman Nigam Limited Tender
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Costs
EMD
₹ 19,95,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MDBRP_363325_1Bid Award Id
ViewTender No
WBP/PH-2/Package-29/2014-15Tender Authority
Bihar Rajya Pul Nirman Nigam Limited ViewPurchaser Address
-Website
http://http://brpnn.bih.nic.in/
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Documents
Rebidding R3 Bid Document of Package 29
BOQ Items
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Assuming depth of water 4.0 m and height of island 4.5 m including Royality for earth @ Rs. 19895.04 for each Island.
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Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth @ Rs. 330.00 per m for service Road.
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[SOR/MORTH-12.10/ 1200& 1900] Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.
8.95
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[SOR/MORTH-12.11/1200, 1500 & 1700] Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
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A Well curb (RCC M30 Grade)
183.66
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Well steining (RCC M30 Grade)
3382.05
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Bottom Plug (PCC Grade M20)
475.59
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Well Cap (RCC Grade M30)
438.83
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[SOR/MORTH-12.14/1200]
Sinking of 8 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Sandy Soil
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Depth below bed level upto 3.0 M
12
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Beyond 3m upto 10m depth
28
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Beyond 10m upto 20m
40
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Beyond 20m upto 30m
40
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Beyond 30m upto 40m (including Kentiledge)
4
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[SOR/MORTH-12.40/1600]
Supplying, Fitting and Placing un-coated HYSD bar (Grade Fe-500) Reinforcement in Foundation complete as per Drawing and Technical Specifications.
197.99
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[SOR/MORTH-13.5/1500, 1700 & 2200]
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
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RCC Grade M30 (Height upto 5m)
75.75
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RCC Grade M35 (Height upto 5m)
77.6
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RCC Grade M40 (Height upto 5m)
15.5
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[SOR/MORTH-13.6/1600 & 2200]
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
38.6
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[SOR/MORTH-13.8/2706, 2200]
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
80
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[SOR/MORTH-13.9/710.1.4 of IRC:78 & 2200]
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Sandy material
225.96
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[SOR/MORTH-13.10/710.1.4 of IRC:78 & 2200]
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 600mm 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.
45.19
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[SOR/MORTH-13.14/2000 & 2200]
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.
278316
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[SOR/MORTH-14.1/1500, 1600 & 1700]
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 35 Height upto 5m
217.34
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PSC Grade M-45 Height upto 5m
266.84
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[SOR/MORTH-14.2/1600]
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
55.37
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[SOR/MORTH-14.3/1800]
HTS wires / strands including all accessories for stressing, stressing operations and grouting complete as per Drawing and Technical Specifications
16.17
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[SOR/MORTH-14.4/2702]
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
59.74
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[SOR/MORTH-14.9/2705]
Drainage Spouts complete as per drawing and Technical specification
33
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[SOR/MORTH-14.10/2700]
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
7.84
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[SOR/MORTH-14.11/1500, 1600, 1700 & 2704]
Reinforced cement concrete approach slab (Grade M-30) including reinforcement and formwork complete as per drawing and Technical specification
15.75
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[SOR/MORTH-14.22/2607]
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
35.4
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[SOR/MORTH-14.16/800]
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.
889.97
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[SOR/MORTH-14.15 & 8.22/800 & 809]
Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21.
222
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[SOR/MORTH-8.8/803]
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.
499.5
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[SOR/MORTH-15.4/2504]
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
85.18
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[SOR/MORTH-15.2/2503]
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.
43.03
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[SOR/MORTH-15.5/2504]
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
42.59
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[SOR/MORTH-2.3/201]
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
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[SOR/MORTH-3.16/305]
Construction of embankment 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.
14401.76
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[SOR/MORTH-3.18/305]
Construction of sub-grade 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.
472
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[SOR/MORTH-4.1 Bii/401]
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete. (By Mix in Place Method)
640
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[SOR/MORTH-4.12/406]
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
540
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[SOR/MORTH-5.1/502]
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.
2400
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[SOR/MORTH-5.2/503]
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/granular surface cleaned with mechanical broom.
4672
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[SOR/MORTH-5.3/507]
Prviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filter, 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. 507 complete in all respects.
175.2
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[SOR/MORTH-5.7/507]
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent 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 MoRTH specification clause No. 509 complete in all respects.
89.6
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[SOR/MORTH-8.4/801]
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
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60 mm circular
4
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60 mm x 45 mm rectangular
4
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[SOR/MORTH-8.5/801]
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 with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
1.8
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[SOR/MORTH-8.13/803]
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.
80
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[SOR/MORTH-8.23/810]
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 810.
360
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[SOR/MORTH-8.3/Suggestive]
Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
253
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Supplying fitting & fixing Median Marker shall be made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm. The logo of the manufacturer shall be embossed on either side of the body. The Median Marker shall have fiuorescent yello color retro-reflective sheeting, with fully reflective micro prismatic cube corners as its retro reflective elements and meets IRC:67-2010 type XI specifications, of size not less than 3.5" x 3.5" on both sides of the body. The edges of this retro-reflective sheeting shall be protected in such a way that they are not exposed. Median Marker shall be fixed by a combination of epoxy adhesive and grouting.
99
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Supplying fitting & fixing Tree Reflector as road signage for Traffic Safety including all necessary accessories as [per standerd IRC & BIS specifications (conforming the relevent code as per deirection of E/I).
8
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Supplying fitting & fixing Guard Rail Reflector as road signage for Traffic Safety including all necessary accessories as [per standerd IRC & BIS specifications (conforming the relevent code as per deirection of E/I).
90
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[SOR/MORTH-3.16/305]
Construction of embankment 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.
7451
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[SOR/MORTH-4.1B/401]
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (By Mix in Place Method) (for Grading-II Material.
232.88
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[SOR/MORTH-9.2B/2900]
Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (1200mm dia.)
95
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