Road Construction Department Tender
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Costs
EMD
₹ 2,04,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Br28rc152 Pmgsy Konar-baraila Road To Garuva Village
Description
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Contact
Tender Id
2020_RCD_92669_1Bid Award Id
ViewTender No
RCD/KOCHAS/RCPLWE/04/2019-20Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
... More
Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 . A) Upto 600 mm dia
15
-
168.64
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
879.38
-
7.2
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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 .
1782.8
-
183.75
... More
Construction of subgrade and earthen shoulders with approved material with 8% by volume of Local Sand added to the soil 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. In Flexible Road
3323.22
-
232.57
... More
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.
483.15
-
3023.72
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
459
-
3472.46
... More
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.
3672
-
30.9
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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.
3672
-
11.53
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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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with Mechanical 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. 508 complete in all respects
187.27
-
8396.96
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Semi dense bituminous concrete with waste plastic 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 with waste plastic @ 4.5 to 5 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. 508 complete in all respects
91.8
-
10165.68
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
10.73
-
3714.73
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Construction of panel concrete pavement thickness as per design over a prepared sub base with 43 grade cement PCC M30 Grade each panel (0.5 m x 0.5 m) thickness 100 mm.
62.16
-
6541.69
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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. i) Km Stone (Precast)
2
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1991.75
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ii) 200 m Stone (Precast)
4
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556.53
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Providing and fixing of Retro 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. i) 900 mm equilateral & triangle
6
-
4888.16
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600 mm circular
4
-
4287.37
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800 mm x 600 mm rectangular
4
-
6053.88
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600 mm x 450 mm rectangular
4
-
4170.8
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900 mm side octagon
2
-
7775.54
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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.
266
-
696.52
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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
21
-
470.46
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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
4
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8985.09
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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.
40.92
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259.85
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Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
4.19
-
471.93
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Providing M15 in Foundation :-- Providing PCC M 15 concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
11.94
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4648.4
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P.C.C M 20 in Foundation :-- Plain/reinforced cement concrete(M-20)in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
28.33
-
5225.04
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Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
20
-
2537.1
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
12.02
-
712.42
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Painting Two Coats on New Concrete Surfaces:--Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
24.58
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94.99
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Construction Cost
1
-
7921135
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Labour Cess @1%
1
-
79211
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GST @ 12 %
1
-
950536
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Seignorage Fee
1
-
104998
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Total Construction Cost
1
-
9055880
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Maintainance for 1st year
1
-
67153
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Maintainance for 2nd year
1
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79602
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Maintainance for 3rd year
1
-
221277
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Maintainance for 4th year
1
-
276800
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Maintainance for 5th year
1
-
332324
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Maintenance Cost
1
-
977156
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Labour Cess @1%
1
-
9772
... More
GST @ 12 %
1
-
117259
... More
Seignorage Fee
1
-
21210
... More
Total maintenance Cost
1
-
1125397
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