Rural Development Department Tender
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Costs
EMD
₹ 4,17,980Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of road from Baunsadiha To Nijampur Via Putina And Kusuda.
Description
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Contact
Tender Id
2019_CERWI_73218_15Tender No
SE-BLS-NCB-245Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Excavation for roadway in soil by mechanical means (Dozer) including cutting & pushing the earth to site of embankment upto a distance of 100m including trimming bottom & side slopes in accordance with requirements of lines, grades & cross-sections as per Clause No.301,305 of specification for road and bridge work of MORD and direction of the Engineer-in-Charge.
318.75
12992
40.76
... More
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for emabankment construction as per Technical Specification Clause 301.4.1.
1102.5
13064
11.85
... More
Loosening of the ground upto a level below the sub-grade level watered graded and compacted in layers to meet the requirement of Tables 300.1 and 300.2 for sub-grade construction as per Technical Specification Clause 303.5.2.
382.5
7565
19.78
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding, wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 of MORD by manual means etc. complete as per direction of the Engineer-in-Charge.
-
-
-
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i) Plain Cement concrete
160.79
62785
390.48
... More
Construction of embankment with approved materials deposited at site from road way 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 of MORD etc. complete as per direction of the Engineer-in-Charge.
191.25
5439
28.44
... More
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
5019.04
830902
165.55
... More
Construction of Subgrade with earthwork including stabilising by mixing sand with required proportion to obtain Soaked CBR not less than 5 with all lift & leads, transporting to site, spreading, grading to required slope & compacting to meet requirement of table 300.1 & 300.2 as per Technical Specification Clause 303.1 of MORD etc. complete as per direction of Engineer in charge.
3600
966276
268.41
... More
Providing granular sub-base course for Grading-III material (stone screening) as per Table 400.1 with 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
1178.45
2327097
1974.71
... 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, stone 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
695.25
2361013
3395.92
... More
ii) Grading No.-3
246.23
810576
3291.95
... More
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.
3283.13
114055
34.74
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD.etc. complete as per direction of the Engineer-in-Charge .
3283.13
39857
12.14
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Cold mix (Bituminous Emulsion- MS) 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MORD by manual means i.e., without paver finisher.etc. complete as per direction of the Engineer-in-Charge
3283.13
450675
137.27
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C as per Technical Specification Clause 510 of MORD with Cold mix (Bituminous Emulsion- MS) laid by manual means i.e., without chips spreader etc. complete as per direction of the Engineer-in-Charge.
3283.13
189370
57.68
... More
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.
1077.64
6344336
5887.25
... More
Earthwork in shoulder in hard soil having CBR value not less than 5 with all leads & lifts including breaking of clods, sectioning, watering, compacting to 97% proctor density for finished items of work including all labour , T&P articles required for the work complete as per Clause 401.4 as per Technical Specification Clause no. 301, 305 of MORD etc. complete as per direction of the Engineer-in-Charge
339
257541
759.71
... More
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
5430
99260
18.28
... More
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
782.48
212889
272.07
... More
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
235.14
178266
758.13
... More
Providing Concrete for Plain/ reinforced concrete in open foundation (1:3:6) complete as per drawing and technical specifications Clauses 802,803,1202 & 1203
52.63
259555
4931.7
... More
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
-
-
-
... More
Foundation
351.06
1650603
4701.77
... More
Sub-structure
195.68
971496
4964.72
... More
Providing Stone masonry in cement mortar 1:4 for substructure complete as per drawing & technical specification Clauses 700,1200 of MORD Specification & the Direction of the Engineer in charge.
45.75
180673
3949.14
... More
20mm thick Cement plaster over brick or Stone Masonary in CM 1:4 for exposed surface in cluding all cost,carraige T&P required for the work etc. Complete as per specification & the Direction of Engineer - in- Charge.
50
10124
202.49
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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
45
69638
1547.52
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b) 600 mm dia
37.5
101833
2715.57
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c) 1000 mm dia double
15
184495
12299.73
... More
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
-
-
-
... More
Super Structure (cover slab)
2.16
14048
6503.97
... More
Supplying, fitting, and placing HYSD bar (Fe 500) reinforcement complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 of MORD etc. complete as per direction of the Engineer-in-Charge.
2.16
13787
6383.3
... More
Providing and laying boulder pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, laid dry complete as per drawing and technical specifications Clause 1301 and 1302 of MORD etc. complete as per direction of the Engineer-in-Charge.
53.7
122503
2281.25
... More
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
-
-
-
... More
600mm equilateral and triangle
9
14843
1649.32
... More
600mm circular
6
10346
1724.39
... More
800 x 600mm rectangular
6
11045
1840.84
... More
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.
64
40338
630.29
... More
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
10909
10909.97
... More
Providing and fixing of PMGSY Citizen's & maintenance 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
50714
16904.71
... More
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
5774
1924.78
... More
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
5877
1959.03
... More
ii) 200 m Stone
10
5367
536.7
... More
Routine Maintenance after completion of construction works (Lump-sum Amount for each year Per Km)
-
-
-
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For 1st Year
2.4
167261
69692.41
... More
For 2nd Year
2.4
203016
84590
... More
For 3rd Year
2.4
380672
158613.4
... More
For 4th Year
2.4
486238
202599.49
... More
For 5th Year
2.4
544928
227053.37
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