Rural Works Department Tender
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Costs
EMD
₹ 5,61,022Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_ECBIH_75586_1Bid Award Id
ViewTender No
BR-33R-114Tender 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 materials deposited at site and obtained 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
1235.01
-
44.03
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 1000 m,including trimming bottom and side slopes in accordance with requirements of lines,grades and cros-sections.
18.95
-
98.87
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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess). For 100 m Lead Cum
5311.09
-
128.08
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For 1000 m Lead Cum
1361.75
-
174.3
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Construction of Subgrade and Earthen Shoulders 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. (Including Royality & Labour Cess).
7226.28
-
129.83
... More
1000 m Lead
6294.29
-
176.05
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For Grading ll Material (By mix in place method ) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.(Including Royality & Labour Cess).
2283.59
-
2222.57
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WBM Grading 2 (By Manual Means ) :- 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 Grading 2 as per Technical Specification Clause 405.
1015.71
-
3813.91
... More
WBM Grading 3 (By Manual Means ) :- 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. (Including Royality & Labour Cess
1015.71
-
3731.52
... More
Prime Coat (Low porosity) :- 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. (Including Royality & Labour Cess
13542.82
-
47.48
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
13542.82
-
15.89
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) 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
13542.82
-
232.59
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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,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
145.35
-
7777.67
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Surface Drain In Soil
3792
-
15.97
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PCC M-20 In Drain
57.2
-
6763.6
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Brick Soling below line drain
440
-
479.91
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Sand Filling Below Brick Soling
84
-
405.96
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Kilometre stone :- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.(Including Royality & Labour Cess). i) km stone
3
-
2320.36
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iii) 200 m stone
15
-
638.51
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Semi Refrective Traffic Sign Clause 1700
3
-
3007.72
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Traffic sign :- Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. .(Including Royality & Labour Cess). 900 mm equilateral & triangle,
3
-
1728.57
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iii) 600 mm equilateral & triangle
3
-
1617.12
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iv) 600 mm Circural
3
-
1690.08
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iii) 800 mm x 600 mm Rectangular
2
-
1803.26
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iii) 600 mm x 450 mm Rectangular
2
-
1682.61
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iv) 9000 mm Side Octagon
3
-
1913.56
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(I)Providing and Fixing 'Logo' of PMGSY Project :- Providing and fixing of typical MMGSY 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(Including Royality & Labour Cess).
2
-
11573.54
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Providing and Fixing 'Logo' of PMGSY Project (Logo board)
3
-
9699.63
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Providing and Fixing 'Logo' of PMGSY Project (Citizen Board)
2
-
11573.54
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Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 (Including Royality & Labour Cess)
280.7
-
240.7
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PCC M15 (1:2.5:5 nominal mix):-- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Including Royality & Labour Cess)
40.9
-
6089.22
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PCC M15 (foundation)
12.3
-
6089.22
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PCC M 20 (In head Wall)
114.74
-
6763.6
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P/L NP3 Pipe 1000 mm dia (Single Row)
20
-
4021.8
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P/L NP3 Pipe 1000 mm dia (Double Row)
40
-
8081.09
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Boulder Appron 300 mm
51.64
-
3165.59
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Back Filling With Local Sand
108.18
-
405.96
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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.
297.97
-
240.7
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Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
37.23
-
6089.22
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(ii) PCC grade M20
186.23
-
6763.6
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(ii) PCC grade M20 Norminal Mix…..
113.67
-
6977.89
... More
RCC grade M20
12.96
-
7244.49
... More
Weep Holes
96
-
116.73
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.2
-
67086.83
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Back Filling ( Granular Meteriales)
198
-
405.96
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Filter Media…
91.44
-
3218.79
... More
Providing PCC M 20 architecture
40
-
452.87
... More
RCC grade M25 (Slab)
11.3
-
8056.3
... More
Supplying, fitting and placing HYSD bar (Super Structure)
0.91
-
68083.07
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Providing and filling hoint sealing compound
60
-
33.91
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RCC Railling of M25
18
-
2923.41
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Maintainance for 1st year
1
-
113195.74
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Maintainance for 2nd year
1
-
114673.58
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Maintainance for 3rd year
1
-
256060.06
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Maintainance for 4th year
1
-
306074.31
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Maintainance for 5th year
1
-
583342.83
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