Rural Development Department Tender
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Costs
EMD
₹ 11,25,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_107406_1Bid Award Id
ViewTender No
OR01170Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Dismantling of existing structures like culverts,bridges,retaining walls and other structure 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 theunserviceable material with all lifts and lead of 1000m as per Technical specification clause202.1.
-
-
-
Reinforced cement concrete Slab
-
-
-
(ROAD A)
13.5
-
1193.03
ROAD (B)
6.75
-
1193.03
Dismantling of head walls
-
-
-
(ROAD A)
288
-
274.74
ROAD (B)
96
-
274.74
Above 600 mm to 900 mm dia Hume pipe
-
-
-
(ROAD A)
30
-
262.55
ROAD (B)
10
-
262.55
Scarifying existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift of 3m and lead upto 1000m as per Technical Specification clause 301.4 of MORD
-
-
-
ROAD (A)
8190
-
7.14
ROAD (B)
10841.25
-
7.14
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.
-
-
-
ROAD (A)
890.37
-
140.22
ROAD (B)
1019.56
-
140.22
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)
-
-
-
ROAD (A)
1776.73
-
28.61
ROAD (B)
666.2
-
28.61
Construction of emabnkment with approved materials obtained from borrow pit with a lift upto 1.5m transporting to site, spreading,grading to required slope and compacting to meet requirement of tables300.1 and 300.2 with a lead upto 2000 m & as per theTechnical specification caluse 301.5 including royality ect.complete as per the direction of the Engineer-in-charge.
-
-
-
ROAD (A)
11979.84
-
163.17
ROAD (B)
9171.89
-
163.17
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.
-
-
-
ROAD (A)
17112.21
-
18.52
ROAD (B)
6996.35
-
18.52
Construction of Gravel/Soil Aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008.
-
-
-
ROAD (A)
23.26
-
500.74
ROAD (B)
148.83
-
559.61
Construction of Moorum sub-base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008.
-
-
-
ROAD (A)
3633.39
-
443.07
ROAD (B)
2131.01
-
443.07
Construction of granular Sub-base by providing Close graded Granular sub-base material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(5th. Revision) .
-
-
-
ROAD (A)
740.46
-
1730.89
Construction of un-reinforced, plain cement concrete pavement on 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 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,dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, curing compound (where Spefied) and 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.
-
-
-
ROAD (A)
1925.26
-
5645.32
ROAD (B)
722.31
-
5874.07
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
-
-
-
WBM Grading II
-
-
-
ROAD (A)
509.19
-
2241.09
ROAD (B)
251.92
-
2473.74
WBM Grading III
-
-
-
ROAD (A)
1264.63
-
2269.8
ROAD (B)
1193.1
-
2498.24
Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502.
-
-
-
ROAD (A)
16861.68
-
25.39
ROAD (B)
15908.04
-
25.5
Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.
-
-
-
ROAD (A)
16861.68
-
9.01
ROAD (B)
15908.04
-
9.04
Providing, laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using bitumen or emulsion(MS)(Cold Mix) @ 21.5kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant and rolling with a three wheel 80-100KN Static Roller Capacity, finished to required level and grades to be followed by premix seal coat as per Technical Specification Clause 508.2 of MORD and as per direction of Engineer-in-charge.
-
-
-
ROAD (A)
16861.68
-
130.76
ROAD (B)
15908.04
-
135.11
Providing, laying and rolling of Premix Seal Coat of 6.7mm size chips using Slow Setting Emulsion(Cold Mix) @ 11kg/10sqm to fill up voids of premix carpet including mixing in a suitable hot mix plant & rolling with a three wheel 80-100KN Static Roller Capacity, finished to required level as per Technical Specification Clause 510 of MORD and as per Engineer-in-charge.
-
-
-
ROAD (A)
16861.68
-
47.45
ROAD (B)
15908.04
-
48.53
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD
-
-
-
ROAD (A)
535.67
-
634.62
ROAD (B)
579.64
-
830.86
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
-
-
-
ROAD (A)
312.13
-
4471.97
ROAD (B)
690.6
-
4715.88
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
-
-
-
ROAD (A)
523.24
-
4617.4
ROAD (B)
180.76
-
4848.17
Providing Cement Concrete M-15 nominal mix (1:2.5:5) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
ROAD (A)
244.36
-
4372.2
ROAD (B)
161.05
-
4590.38
Plain Cement Concrete M-20 nominal mix (1:2:4) in open foundation as per drawings & Technical Specification Clause 802, 803, 1202 and 1203 of MORD s and as per direction of Engineer-in-Charge.
-
-
-
ROAD (A)
15.06
-
4989
ROAD (B)
7.53
-
5219.56
Providing and laying Reinforced Cement concrete M-25 in Super-structure as per drawings and technical spesifications clause 800,1205.4 & 1205.5 of MORD as per direction of Engineer-in-charge.
-
-
-
ROAD (A)
35.56
-
6565.74
ROAD (B)
17.78
-
6833.47
Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
-
-
-
In Foundation
-
-
-
ROAD (A)
3
-
6311.8
ROAD (B)
1.5
-
6327.41
In Sub-Structure
-
-
-
ROAD (A)
44.6
-
6327.27
ROAD (B)
22.3
-
6342.87
In Super structure
-
-
-
ROAD (A)
27.8
-
6446.81
ROAD (B)
13.9
-
6462.42
Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specification clause 1302.
-
-
-
ROAD (A)
96.75
-
1245.12
ROAD (B)
265.5
-
1245.12
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work
-
-
-
1000 mm dia S/R
-
-
-
ROAD (A)
97.5
-
6353.53
ROAD (B)
22.5
-
6455.25
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 drawings.
-
-
-
ROAD (A)
245.56
-
148.43
ROAD (B)
363.78
-
148.73
Construction of guide posts of 250 mm dia M-15 grade cast-in-situ with 20mm nominal size aggragate,true to line and grade,tolerence of vertical RCC posts not to exceed 1 in 500 as per drawingand technical specification clause 1608.2 as per direction of Engineer-in-Charge.
-
-
-
ROAD (A)
24
-
480
ROAD (B)
12
-
480
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
-
-
-
ROAD (A)
2
-
7578.41
ROAD (B)
2
-
7641.64
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.
-
-
-
For 600 mm Equolateral Triangle
-
-
-
ROAD (A)
26
-
1703.28
ROAD (B)
9
-
1734.9
For 900 mm Equolateral Triangle ( Curve, School & Oths)
-
-
-
ROAD (A)
41
-
1703.28
ROAD (B)
29
-
1734.9
For 600 mm Circular ( Speed limit )
-
-
-
ROAD (A)
16
-
1667.21
ROAD (B)
16
-
1698.83
For 600 mm x 450 mm Rectangular (2x Villages)
-
-
-
ROAD (A)
20
-
1660.21
ROAD (B)
20
-
1691.83
For 900 mm x 300 mm Rectangular (Hazard Marker)
-
-
-
ROAD (A)
104
-
1660.21
ROAD (B)
36
-
1691.83
For 600mm x 600mm Octagonal (Stop)
-
-
-
ROAD (A)
7
-
1667.21
ROAD (B)
12
-
1698.83
For 600mm x 600mm Square (Chevorn)
-
-
-
ROAD (A)
40
-
1708.66
ROAD (B)
40
-
1740.28
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
-
-
-
5th Kilometer stone (Precast)
-
-
-
ROAD (A)
1
-
3498.56
ROAD (B)
1
-
3603.16
Ordinary Kilometer stone (Precast)
-
-
-
ROAD (A)
9
-
2135.98
ROAD (B)
7
-
2207.78
200m stone (Precast)
-
-
-
ROAD (A)
31
-
589.18
ROAD (B)
21
-
602.25
Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
-
-
-
ROAD (A)
0.39
-
5645.32
ROAD (B)
0.39
-
5874.07
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.
-
-
-
ROAD (A)
266
-
591.95
ROAD (B)
222
-
631.1
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.
-
-
-
ROAD (A)
2
-
14914.19
ROAD (B)
2
-
15053.75
Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
-
-
-
Road A-1 st year
8.09
-
38793
Road B1 st year
5.5
-
38474.03
Road A-2nd year
8.09
-
46912.27
Road B-2nd year
5.5
-
46168.83
Road A-3rd year
8.09
-
54730.98
Road B -3rd year
5.5
-
53863.64
Road A-4th year
8.09
-
62549.7
Road B- 4th year
5.5
-
61558.44
Road A-5 th year
8.09
-
70368.41
Road B-5 th year
5.5
-
69253.25
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