Rural Works Department Tender
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Costs
EMD
₹ 53,060Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ECBIH_76178_1Bid Award Id
ViewTender No
BR-13R-212Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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Cement concrete
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Reinforced cement concrete
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Brick/tile masonry in cement mortar
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Hume pipes upto 600mm dia.
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Hume pipes above 600mm to 900mm dia.
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Dry brick pitching & brick soling
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Excavation for roadwork 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 Technical Specification Clause 302.3 of MoRD
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Soil obtained from excavation of roadway, side drains, foundations of structures with lead not exceeding 1000m
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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 as per Technical Specification Clause 301.5 of MoRD.
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With lead upto 100 m. (With Dozer )
1485.21
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141.54
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Construction of subgrade with approved material 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 with lead upto 1000 m as per Technical Specification Clause 303.1 of MoRD
2.13
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151.77
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BOX CUTTING
26.25
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62.13
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Construction of earthen shoulder with subgrade soil including spreading, grading to required slope and compacted as per the specifications.
366.36
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151.77
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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 of MoRD by mix in place method
239.63
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2723.43
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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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by manual means
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Grading No.-3 Material (53-22.4 mm size) with Stone Screenings. As per clause No.-405 and table : 400.9. (With 1% qty for extra widening at curves and junction improvement)
143.72
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3671.62
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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 of MoRD for low porosity surface. (With 2% qty for extra widening at curves and junction improvement)
998.33
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30.44
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Providing, laying Surface Dressing as wearing course consisting of a layer of Bituman Emulsion laid on the prepared surface followed by a cover of crused stone chipping of specified size and rolling with 80-100 KN Rollers includind cleaning the road surface as per techinical specification Clouse 507 Case -I Nominal Agregates size 13.2mm By Mechanical means
998.33
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78.81
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Providing, laying Surface Dressing as wearing course consisting of a layer of Bituman Emulsion laid on the prepared surface followed by a cover of crused stone chipping of specified size and rolling with 80-100 KN Rollers includind cleaning the road surface as per techinical specification Clouse 507 Case -I Nominal Agregates size 9.5mm By Mechanical means
998.33
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66.95
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and 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 levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause1501 of MoRD
90
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6967.4
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. A. without dewatering and shoring shuttering
48.18
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193.39
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Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) and Clause 305.3.9 of MoRD
2.71
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2158.83
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
13.49
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381.93
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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
2.6
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5940.04
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Providing and laying reinforced cement concrete pipe NP3 of 1000mm dia. 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.
7.5
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3912.46
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Brick Massonary in cement Mortar(1:3)in foundation complete excluding pointing and plastering as per driying and technical specification clausea 600/1202 and 1203
26.2
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6794.52
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Providing PCC M-20 (20mm down aggregate) architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 of MoRD- size of coping is 50mm with 25mm wide on both side of wall
0.25
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6515.77
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Pointing with cement mortat (1:3) on brickwork as per drawing and technical specifications Clause 513.3 and 1204
52.95
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44.54
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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 bracinjg, removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excaveted suitable material.
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PCC-M 15 Grade (1:2:4) in foundation/ return wall up using 12mm to 20mm size chips with side sutting de-watering shurting etc complete as direction as per drawing and technical specifications section 800 of MORD
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RCC M-20 using 12mm size chips including centering, shuttering, cost conveyance, royality taxes etc of all materials complete as per drawing and technical specifications 800 of MORD
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Brick Masonry in cement Mortar(1:3)in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600/1202 and 1203
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Brick Masonry in cement Mortar (1:3) in substructure complete excluding pointing and plastering as per drawing and technical specification clause 602, 603, 604, 1202 and 1204
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Reinforced cement concrete M-25 in super structure complete as per drawing and technical specification clauses 802, 804, 805, 806, 807, and 1202 and 1204 of MORD
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Supplying fitting and placing HYSD bar reinforcement in superstructure, deck slab, kerb, cap, dirt wall, complete as drawing and technical specifications clauses 1001, 1010, and 1202 MORD
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Backfilling behind abutment, wing wall and return wall complete as drawing and technical specifications claauses 1204.3.8
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Providing weep holes in brick masonary/stone masonary, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V):20(H) towards drawing and technical specifications claauses 614,709, 1204.37 of MORD
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Pointing with cement mortat (1:3) on brickwork as per drawing and technical specifications Clause 513.3 and 1204
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Providing tar paper between Bed plate & deck slah as per drawing and technical specification
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MoRD
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600mm equilateral triangle
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1192.95
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800mm x600mm rectangular
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1354.85
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 of MoRD
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3003.34
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Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
52.2
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95.86
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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
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5 kilometer stone
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Ordinary kilometer stone
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2128.68
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200 mm Stone
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550.14
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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 of MoRD
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8153.14
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Add 1% on total cost vide engr. In chief RWD Letter No. 38(E) Dated 13/05/2010 for labour cess
1
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25522.51
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Maintainance for 1st year
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10217.66
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Maintainance for 2nd year
1
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9665.11
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Maintainance for 3rd year
1
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15152.4
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Maintainance for 4th year
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18448.49
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Maintainance for 5th year
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21016.34
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Add 1 % labour cess on total amount of Maintainance for 5 year
1
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745
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