Rural Development Department Tender
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Costs
EMD
₹ 2,43,260Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender For Pmgsy Package No.or-02-425 (pmgsy-1).
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CERWI_70993_1Bid Award Id
ViewTender No
SE-BLS-NCB-242Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Dismentaling existing CC Road technical specifications Clause 1302 of MORD etc. complete as per direction of the Engineer-in-Charge
24
22491
937.13
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 of MORD etc. complete as per direction of the Engineer-in-Charge
1082.5
19788
18.28
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Earthwork embankment in hard soils with all leads and lifts including breacking of clods, ramming, sectioning, watering and compacting with power road roller of 8-10 T capacity, to 97% proctor's density for finished item of work including all labour, T&P articles required for the work etc. complete as oer clause 301, 305 of specification of road and bridge works of MORD.etc. complete as per direction of the Engineer-in-Charge
4504.43
745708
165.55
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Granular sub-base/base/surface course with admixture of sand and moorum (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.etc. complete as per direction of the Engineer-in-Charge
294.98
270691
917.66
... More
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 etc. complete as per direction of the Engineer-in-Charge.
-
-
-
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i) Grading No.-2
175.63
460591
2622.51
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ii) Grading No.-3
59.69
160612
2690.77
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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. etc. complete as per direction of the Engineer-in-Charge.
795.9
27991
35.17
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Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface,followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507 as per directionn of Engineer In Charge.(One Coat Surface Dressing)
795.9
82797
104.03
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Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface,followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507 as per directionn of Engineer In Charge.(Two Coat Surface Dressing)
795.9
69816
87.72
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Earth work 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 for Ordinary soil. etc. complete as per direction of the Engineer-in-Charge
-
-
-
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i) Without dewatering
1061.89
288908
272.07
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ii) With dewatering
144.45
44409
307.44
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Backfilling in Foundation Trenches with sand as per drawing and technical specification Clause 305.3.9 &1108 of MORD etc. complete as per direction of the Engineer-in-Charge
388.36
213450
549.62
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Plain Cement Concrete M15 using 40mm and down graded stone aggregate in levelling course below open foundation as per drawings & Technical Specification Clause 802,803, 1109, 1202, 1203 etc. complete as per direction of the Engineer-in-Charge
-
-
-
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Foundation
471.99
2030416
4301.82
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Sub-structure
225.66
1024877
4541.69
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Providing and laying reinforced cement concrete pipe NP3 for culverts on concrete bedding 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 of MORD etc. complete as per direction of the Engineer-in-Charge.
-
-
-
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a) 350 mm dia in single row
30
41352
1378.4
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b) 600 mm dia In single row
15
37690
2512.69
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b) 600 mm dia In double row
7.5
37690
5025.38
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c) 1000 mm dia In Double row
7.5
87175
11623.46
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R.C.C. M20 in foundation with h.b.g. chips including centering, shuttering, cost, conveyance, royalty, taxes complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 etc. complete as per direction of the Engineer-in-Charge
-
-
-
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Sub-structure
3.38
18754
5548.59
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Super Structure
28.44
181101
6367.83
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
3.88
40850
10528.49
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Providing Concrete for Plain/ reinforced concrete in open foundation (1:3:6) complete as per drawing and technical specifications Clauses 802,803,1202 & 1203
30.16
134582
4462.3
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Construction of R.C.C. railing M25 grade in Cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre- to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3.
32.4
206317
6367.83
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.36
21546
6412.6
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 of MORD etc. complete as per direction of the Engineer-in-Charge
14.94
32261
2159.4
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Construction of un-reinforced, 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,near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification specification.
278.26
1513330
5438.55
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Construction of Panelled 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, M40 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm 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 form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
563.19
3111906
5525.5
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R.S. dry packing in approns & revetments using HBG stone of approved quality including cost, conveyance etc.complete.
98.86
177528
1795.76
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification as per section 600,700&1200 of MORD etc. complete as per direction of the Engineer-in-Charge.
229.6
39353
171.4
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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 etc. complete as per direction of the Engineer-in-Charge
-
-
-
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600mm equilateral and triangle
3
4740
1580.32
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600mm circular
3
4966
1655.4
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800 x 600mm rectangular
5
8859
1771.85
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Providing & fixing RCC guard post of M-15 grade Concrete of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 of MORD etc. complete as per direction of the Engineer-in-Charge.
80
48042
600.53
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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 etc. complete as per direction of the Engineer-in-Charge
1
10707
10707.71
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Providing and fixing of PMGSY Citizen's information board as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat Iron frame of both 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 600mm x 600mm x 750mm, 750mm below ground level. Lettering and printing border etc. will be painted with ready mixed synthetic enamel paint of ( framed post & steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 etc. complete as per direction of the Engineer-in-Charge
3
50059
16686.66
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Supplying & fixing of logo of size 600x600mm for PMGSY work made out of M.S.angle of 40x40x5mm size with CR sheet of 2.5mm thick & M.S.Flat bracing of 32x6mm size including 3 coat of painting as per colour specification provided in the drawing including cost, conveyance,royalty & taxes of all materials labour T&P required for the work etc. complete as per direction of the Engineer-in-charge.
3
5698
1899.58
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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.etc. complete as per direction of the Engineer-in-Charge
-
-
-
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i) Ordinary kilometer stone
3
5530
1843.59
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ii) 200 m Stone
8
4118
514.83
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Routine Maintenance after completion of construction works (Lump-sum Amount for each year Per Km)
-
-
-
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For 1st Year
2
73203
36601.92
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For 2ndYear
2
92489
46244.63
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For 3rdYear
2
180970
90485.35
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For 4th Year
2
217587
108793.69
... More
For 5th Year
2
264164
132082.44
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