Rural Development Department Tender
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Costs
EMD
₹ 4,87,820Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CERWI_102685_1Bid Award Id
ViewTender No
OR17602Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Above 600 mm to 900 mm dia Hume pipe
104
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262.59
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Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed)
560.2
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28.62
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Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification clause 301.5
17444.02
-
170.22
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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc.complete as per the direction of the Engineer-in-charge.
11580
-
19.34
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Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, 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 embanckment counstruction as per technical Specification Clause 301.4.1
2850
-
12.4
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Construction of granular sub-base of grading-II by Morrum Sand Admixture providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,compacting etc.
3399.04
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578.78
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Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required density as per Technical Specification Clause 405 of MoRD Rural Roads Specifications.
-
-
-
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WBM Grade-II
1236.4
-
1998.84
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WBM Grade-III
1352.86
-
2072.45
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Providing and applying primer coat with bitumen emulsion SS-I grade complying with IS:8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7- 1.0 Kg./Sqm using mechanical means as per Technical
16485.3
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38.47
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Providing and applying tack coat with Bitumen emulsion RS-I grade complying with IS:8887 or suitable low viscosity bitumen of VG-10 grade conforming to IS:73 using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfa
16485.3
-
12.89
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Providing, laying and compaction of open-graded premix carpet of 20 mm compacted thickness composed of coarse aggregates as per table 500.9 premixed with bituminous binder of VG-30 on a previously prepared base to required line, grade and level to serve a
16485.3
-
128.48
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Providing and laying 6 mm thick premixed seal coat Type-C using 0.06 cum of 6.7 mm size chips(100% passing through 9.5 mm sieve & retained on 2.36 mm sieve ) satisfying the quality requirements as per table 500.3 and 6.8 kg of bitumen per 10 sqm as per
16485.3
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49.17
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Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials.
65.63
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299.18
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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9
42.78
-
631.99
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Providing M-15 Grade concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
47.09
-
4280.52
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Construction of un-reinforced, plain cement panelled concrete (0.75mx0.75m) pavement of 100mm,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction 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 14-days, water finishing to lines and grade as per drawing and Technical Specification Clause 1501.panels are to be made by cutting grooves of 3 to 5 mm thick and 25 to 30 mm deep in CC Slab. The grooves are to be filled with VG-30 Bitumen with a spray of fine sand at top.
342.78
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5390.38
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Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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
2
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7187.99
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Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701.
-
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-
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For 600 mm Equolateral Triangle
14
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1601.87
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For 900 mm Equolateral Triangle
12
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1601.87
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For 600 mm Circular
9
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1565.8
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For 600 mm x 450 mm Rectangular
4
-
1558.8
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Reinforced Cement Concrete M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical specification Clause 1703
-
-
-
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5th Kilometer stone (Precast)
1
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3091.19
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Ordinary Kilometer stone (Precast)
6
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1874.12
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200m stone (Precast)
22
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527.12
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Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
0.59
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5390.38
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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.
60
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591.56
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Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. 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 and as per direction of Engineer-in charge
3
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14902.14
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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 b
1054.77
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299.18
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD
330.74
-
631.99
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Laying concrete cradle bedding with Cement Concrete Nominal mix (1:2.5:5) as per Clause 802,803,1105 (i),1202,1203 of MoRD Type A (Concrete Cradle) Bedding
193.88
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4280.52
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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
398.86
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4388.42
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Providing and laying reinforced cement concrete pipe NP4 of 1000mm 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
110
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7360.28
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Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
336.04
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4520.44
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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
345.44
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1388.89
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Gravel backing below approns & rivetment
95.85
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679.32
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Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing.
319.5
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191.29
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Providing PCC M-20 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
5.96
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4650.12
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Cutting, bending, binding and tying the grills and placing in position including cost of bindingwires and HYSD reinforcing bars .
1.76
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6325.81
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Routine Maintenance (For Road Works) after completion of construction works (Lump-sum Amount for each year Per Km)
-
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1st Year
5.25
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43619.05
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2nd Year
5.25
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52190.48
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3rd Year
5.25
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61142.86
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4th Year
5.25
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69714.29
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5th Year
5.25
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78476.19
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