Rural Works Department Tender
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Costs
EMD
₹ 3,12,295Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_64769_1Bid Award Id
ViewTender No
BR-34R-364Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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(B) Cement Concrete
1.2
419
349.75
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Dismantling Brick/Tile Work
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
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Cement mortar
34.65
8880
256.28
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Removing all types of Hume pipes and stacking.
Removing all types of Hume pipes and stacking withing a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
-
-
-
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(a) up to 600 mm dia. Hume Pipe.
10
1213
121.31
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Construction of Embankment with Material Obtained from Roadway Cutting
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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
2337.54
91491
39.14
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Construction of Embankment with Material Obtained from Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification 301.5
2593.37
337890
130.29
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Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per technical specification.
339
19536
57.63
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Excavation in cutting Soil by manual means with lead upto 50 m
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per techinacal specification clause 302.3
1998.54
175112
87.62
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Construction of Embankment subgrade & earthen shoulders with Material Obtained from Borrow Pits
Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
2808.01
408677
145.54
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Granular Sub-base with Well Graded Material (Table 400.1) Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402
1709.78
4426996
2589.22
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WBM Grading 3 using Stone Screenings Type-A 13.2mm for Gr-3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
659.82
2580272
3910.57
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Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (Low porosity)
8797.5
264540
30.07
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Surface Dressing using Bituminous Binder With Waste Plastic using modified mechanical mizer (First Coat) Nominal aggregate size 13.2 mm
Providing and laying (First coat) surface drassing as wearing course consisting of a layer of bitummouns binder land on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kn state roller including cleaning the road surface as per technical specification clause 507.(Firset Coat -: Nominal chipping size 13.2 mm ).
8797.5
848782
96.48
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Surface Dressing using Bituminous Binder With Waste Plastic using modified mechanical mizer (Second Coat) Nominal aggregate size 9.5 mm
Providing and laying (Second coat) surface drassing as wearing course consisting of a layer of bitummouns binder land on the prepared surface, followed by a cover of crushed stone aggregates of specified size and rolling with three wheel 80-100 kn state roller including cleaning the road surface as per technical specification clause 507.(Sencond Coat -: Nominal chipping size 9.5 mm)
8797.5
723242
82.21
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CC Pavement Cell Fill Roller Compacted Concrete Pavement
Construction of Cell Fill Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 and with minimum cemnt content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502 under R&D PMGSY Project..
487.5
3618722
7423.02
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Printing New Letters and Figures of any Shade
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701. (Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only)
3960
2534
0.64
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Cautionary, mandatory, informatory, direction and place indentification signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 1701 (600 mm circular)
14
58376
4169.76
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
7
57701
8243.06
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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.
460
40838
88.78
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Kilometer Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
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-
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Ordinary Kilometer Stone (Precast)
5
11594
2318.84
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200 m stone (precast)
14
8157
582.66
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Boundary Pillars
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
36
16468
457.46
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.. Up to 3.0 m Below GL
255.73
47803
186.93
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
20.6
127140
6171.88
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.P.C.C grade M 15, Nominal mix (1:2.5:5)
141.91
886869
6249.52
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Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106. 1000 mm Dia
37.5
139657
3724.19
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PCC Grade M-15 Nominal mix (1:2.5:5) Guard Stone
2.8
17498
6249.52
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material
22.52
13073
580.54
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1st Year Maintenance Cost
1
81502
81502.69
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2nd Year Maintenance Cost
1
104171
104171.84
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3rd Year Maintenance Cost
1
121783
121783.75
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4th Year Maintenance Cost
1
151128
151128.55
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5th Year Maintenance Cost
1
178462
178462.57
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