Rural Works Department Tender
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Costs
EMD
₹ 8,63,002Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_71363_1Bid Award Id
ViewTender No
PMGSY-18-SHEOHAR-01Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
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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 with a lead upto 100 m as per Technical Specification Clause 301.5
9746.02
-
131.07
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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 with a lead upto 1000 m as per Technical Specification Clause 301.5
2436.5
-
174.3
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Construction of subgrade and earthen shoulders 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 100 m as per Technical Specification Clause 303.1.
952.59
-
132.82
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Construction of subgrade and earthen shoulders 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.
2376.39
-
176.05
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Construction of granular sub-base by providing well graded 24 arry grading-1 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 capacity to achieve the desired density, complete as per Technical Specification Clause 401 (Gr-I Materials)
2837.6
-
3346.75
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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 smooth wheel roller 80-100 kN 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.
1658.93
-
4106.3
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Providing and applying primer coat with bitumen emulsion 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
11741.25
-
47.67
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Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.25 to 0.3 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
11741.25
-
15.95
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Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type - B (Mechanical Means)
11741.25
-
237.98
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Construction of panel concrete plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement as per clause 1501.2.2 M 30(Grade) as per drawingand technicial specification clause 1501.PCC Grade M-30 Each Panel (0.50X0.50) thickness 100mm.
1037.78
-
8501.41
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Reinforced cement concrete M-15 grade kilometer sand of standard design asper IRC 8I 1980 fiscing in position including paimting and printing etc as per technical specification clause 1703.
-
-
-
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5th Km Post
1
-
4097.98
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Ordinary Km Post
6
-
2529.66
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200 m Post
27
-
671.06
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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
6
-
3457.56
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Providing and laying of retro reflectrosied cautionary mandatory and informatory sign as per Irc 67 made of emcapsulated lens type reflection sheeting vide clause 6701.2.3 fixed bsur sheeting 1.5mm thick subgraded as a mild steel anale upon board 75mm x 75mm x 6mm firmly fixed to the graded as means of properly designed foundation with m15 grade cement concrete 150mm x 450mm 600mm ,600mm alow ground local as per drawing technical specification clause 801.
-
-
-
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900 mm Equilateral Triangular
5
-
2371.26
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600 mm Equilateral Triangular
6
-
2263.01
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600 mm Circular
4
-
2333.89
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800 mm x 600 mm rectangular
3
-
2443.78
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600 mm x 450 mm rectangular
6
-
2326.35
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600 mm x 600 mm
3
-
2376.84
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900 mm side Octagonal
4
-
2548.85
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. as per drawing Clause 1701 and Annexure 1700.1
1
-
11283.59
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Providing and fixing of logo of PMGSY Project
3
-
4000
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Providing and fixing of typical PMGSY Citizen board with Logo as per MORD specifications and drawing.as per drawing Clause 1701 and Annexure 1700.1
3
-
11283.59
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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.
620
-
818.53
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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.
329.08
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240.7
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Providind and laying reinforced cement concrete pipe NP3 for culverts on first clas bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonry
-
-
-
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Providing and laying pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302
48
-
3435.97
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
24
-
3518.37
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
129.1
-
3435.97
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1
687.24
-
240.7
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Providing Plain cement conrete in opsm foundation complete as per technical specification clause 802,803,1202,1203, pcc M-15
85.89
-
6298.51
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PCC grade M 20 Providing Plain /rain forced cement concrete in sub structure complete as per drawing and technical specification clause 803,804,805,806,807,1202 &1204.
453.2
-
6988.32
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PCC grade M 20
318.32
-
7202.75
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RCC grade M 20
24.04
-
7368.83
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia RC pipe Complete as per drawing and Technical Specifications clause 614,709,1204.3.7.
188
-
116.95
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010 &1202.
0.39
-
67103.71
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Backfilling behind abutment, wing wall (Sandy Material) as per drawing and technical specificationclause 1204.3.8.
264
-
628.74
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
180.56
-
3518.37
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Providing PCC M-20 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
280
-
424.97
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RCC grade M 25 providind and laying rainforced cement concrete in super structure as per as drawing and technicail specification clause 800,1205,&1205.5.
47.67
-
8181
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clause 1002,1010,
5.89
-
68100.72
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Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
75
-
33.75
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RCC RAILING grade M 25 as per drawing tech.spec clause 800,900,,1208.3
48
-
2651.22
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Providing PCC M-15 providing plain cement concrete in foundationas per Tec. Spec clause 802,803,1202,1203
7.45
-
6298.51
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PCC M-20
130.37
-
6988.32
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Providing RCC M-25 in super structure as per drawing & Tech Spec. clause 800,1205, & 1205.5.
9.93
-
8181
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Supplying, fitting and placing HYSD bar rainforced in super structure complete as per Tech. Sep. clause 1002,1010,1202
1.59
-
68100.72
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Providing and laying boulder apron as per Tech Spec clause 1301.
5.49
-
3435.97
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1 YERA MAINTENANCE
1
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132369
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2 YERA MAINTENANCE
1
-
174943
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3 YERA MAINTENANCE
1
-
269918
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4 YERA MAINTENANCE
1
-
342280
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5 YERA MAINTENANCE
1
-
405524
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