Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_82441_4Bid Award Id
ViewTender No
CAPEX Online-AGL-12/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
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-
-
Existing CC Road
75.94
-
446.05
Below foundation
495.33
-
240.31
Slab
55.44
-
446.05
Removing Pipe
22.5
-
276.96
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lift and lead upto 1000 m as per direction of EIC
1012.5
-
3.6
Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.
7464
-
18.97
Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
4530.49
-
1792.22
labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge
-
-
-
Both side shoulder
1841.25
-
970.04
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
3809.59
-
2062.86
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC
23791.5
-
35.69
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC
23791.5
-
12.54
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47
594.79
-
9247.77
Construction of un-reinforced panel concrete pavement,100mm thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 coarse & 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 & 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 & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the E.I.C.
542.3
-
5846.96
Earthwork 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.
-
-
-
CC road,Hume Pipe Culvert, Toe Wall, Drain etc.
1972.17
-
195.38
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD
322.28
-
279.48
Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
-
-
-
P.C.C grade M 10 Nominal mix
116.9
-
4867.83
Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
Foundation
226.08
-
4475.24
Sub-structure
205.18
-
4582.5
Super-structure
320.4
-
4578.38
P.C.C. Nominal mix (1:2:4) in foundation using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
-
-
-
Foundation
103.95
-
6418.89
Sub-structure
251.33
-
6522.03
R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
-
-
-
Foundation
90.81
-
5697.73
Sub-structure
63.72
-
13014.95
Super-structure
119.92
-
7984.36
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
11.64
-
5721.34
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
-
-
-
Super-structure
26.33
-
89948.32
Providing and laying reinforced cement concrete pipe NP3 of1000mm dia. for culverts on first class bedding of granular material in single row 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.
45
-
6331.35
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
187.86
-
1248.52
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
37.21
-
2174.21
Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
48
-
1280.94
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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
-
-
-
Weepholes
161
-
105.9
Providing supplying fitting fixing of Salitex Board on the expansion joints for the bridge works complete for finished item of work as per clause 2600 of MOST (4th Revision)/ IRC sp. 20 - 2002 and direction of the Engineer-in-charge.
59.69
-
1011.67
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 and as per direction of EIC
-
-
-
900mm equilateral triangle
42
-
1964.58
800mm x600mm rectangular ( For Place Indentification)
8
-
2973.53
Providing and fixing of typical 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 and as per direction of EIC
3
-
12427.95
Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle)
3
-
27887.28
providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C
128
-
840.13
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
Fixing of 5th. Km. Stone
2
-
3312.5
Ordinary kilometer stone
8
-
1972.29
200 mm Stone
28
-
586.43
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