Rural Development Department Tender
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Costs
EMD
₹ 10,04,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of Road and CD works.
Description
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Contact
Tender Id
2018_CERWI_64932_3Bid Award Id
ViewTender No
Tender Online RCK-04-18Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Stone Masonry Works
51.8
11060
213.52
Removing of Hume pipes (Above 600mm to 900mm dia) and stacking within a lead of 1000m including earth work and dismantalling of masonary works as per Technical Specification Clause 202 and as per direction of Engineer-in-Charge.
30
5726
190.88
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift up to 1.5m and lead up to 5000m as per Techincal Specification clause 302.3 of MORD and as per direction of Engineer-in-Charge.
15879.96
2464252
155.18
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
75.47
2120
28.1
Providing Construction of granular sub-base Gr-III by providing well graded material, spereading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification clause 401 and as per direction of Engineer in Charge.
1264.49
722238
571.17
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 the required density as per Technical Specification Clause 405 of MoRD by manual means and as per direction of the Engineer-in-Charge.
-
-
-
Grading No.-II with moorum
493.81
988449
2001.68
Grading No.-III with moorum
493.81
1020176
2065.93
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 & as per direction of the Engineer-in-Charge.
6584.12
188898
28.69
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 & as per direction of the Engineer-in-Charge.
6584.12
65511
9.95
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen 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 & as per direction of the Engineer-in-Charge. (Cold Mix Bitumen)
6584.12
851260
129.29
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 as per the direction of the Engineer-in-charge. (Cold Mix Bitumen)
6584.12
336909
51.17
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.
1980.15
32553
16.44
Rigid Pavement
-
-
-
Clearing grass & removal of rubbish upto a distance of 30 mtr outside the periphery of the area as per the Technical Specification Clause 201 of MORD and as per direction of Engineer-in-Charge.
964
1050
1.09
Construction of un-reinforced,Plain cement Panelled (0.5m x 0.5m) concrite pavement of 100mm thickness as per the 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 panel are tobe made by cutting grooves of 3to 5mm thick and 25 to 30mm deep in CCslab. The grooves to be filled with VG -30 Bitumen with a spray of fine sand at top and as per direction of Engineer in charge.
85.46
415550
4862.52
Cross Drainage Works
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, disposal upto 50m, dressing of sides and bottom and backfilling with approved excavated material and as per direction of the Engineer-in-Charge.
78.11
16988
217.5
Filling in foundation trenches with sand as per drawing and MORD technical specification Clause 305.3.9 and as per direction of the Engineer-in-Charge.
39.6
23770
600.27
Providing and laying of Type-B (first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the Engineer-in-Charge.
5.4
3064
567.45
Plain/reinforced cement concrete in open foundation complete as per drawings & Technical Specification Clauses 802, 803, 1202 & 1203of MORD and as per direction of Engineer-in-Charge
-
-
-
P.C.C. grade M-15 (1:2.5:5 Nominal mix)
6.78
26806
3953.8
Plain cement concrete M-15 nominal mix (1:2½:5) in Sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
60.47
252454
4174.87
Providing and laying reinforced cement concrete pipe NP3 for culverts 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 & as per direction of the Engineer-in-Charge.
-
-
-
600 mm dia Hume Pipe
15
32585
2172.38
1000 mm dia Hume Pipe
15
74654
4976.94
Protection Works
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, disposal upto 50m, dressing of sides and bottom and backfilling with approved excavated material and as per direction of the Engineer-in-Charge.
35.1
7634
217.5
Filling in foundation trenches with sand as per drawing and MORD technical specification Clause 305.3.9 and as per direction of the Engineer-in-Charge.
2.85
1710
600.27
P.C.C. grade M-15 (1:2.5:5 Nominal mix) in open Foundations complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
2.85
11268
3953.8
P.C.C. grade M-15 (1:2.5:5 Nominal mix) in Sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
21.45
89550
4174.87
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
15
2240
149.34
Providing and laying boulder apron for bed protection with granite broken 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 of MORD and as per direction of the Engineer in charge
40.5
55047
1359.2
Road Furnitures
-
-
-
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 and as per Direction of Engineer-in-Charge.
1
8295
8295.66
Reinforced cement concrete M15 grade Guard stone/ Boundary pillars 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 and as per Direction of Engineer-in-Charge.
100
74960
749.6
Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.
-
-
-
b) Ordinary Kilometer Stone (precast)
3
4959
1653.04
c) 200 Meter Stone (precast)
10
4700
470.08
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. of MoRD as per direction of the Engineer-in-Charge.
-
-
-
600 mm Equilateral Triangle
8
11089
1386.17
600 mm Circular
8
11514
1439.34
Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 Engineer in Charge.
2
26653
13326.8
Providing and fixing of typical PMGSY Maintenance information board as per MORD specifications and drawing.
1
13326
13326.8
H.L Bridge over Baidi nallah
-
-
-
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift up to 1.5m and lead up to 1000m as per Techincal Specification clause 302.3 of MORD and as per direction of Engineer-in-Charge.
7515
259192
34.49
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, disposal upto 50m, dressing of sides and bottom and backfilling with approved excavated material and as per direction of the Engineer-in-Charge.
2465
536137
217.5
Filling in foundation trenches with sand as per drawing and MORD technical specification Clause 305.3.9 and as per direction of the Engineer-in-Charge.
405.5
243409
600.27
P.C.C. grade M-15 (1:2.5:5 Nominal mix) in open Foundations complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
221.48
875687
3953.8
P.C.C. grade M-15 (1:2.5:5 Nominal mix) in Sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
319.7
1334705
4174.87
Providing and laying reinforced cement concrete complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
-
-
-
R.C.C. grade M-25 in foundation
579.2
2984096
5152.1
R.C.C. grade M-25 in substructure
408.09
2225882
5454.39
R.C.C. grade M-25 in superstructure
510.23
3337506
6541.18
Providing and laying reinforced cement concrete complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
-
-
-
R.C.C. grade M-20 in superstructure
29.02
161007
5548.15
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and Technical Specification Clauses 800 and 1206.3 of MORD and as per direction of Engineer in charge.
48.52
297222
6125.78
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Foundation complete as per drawings and MORD technical specification Clauses 1000 & 1202 as per direction of the Engineer in charge
579.2
3699918
6387.98
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Sub-structure complete as per drawings and MORD technical specification Clauses 1002, 1005, 1010 & 1202 as per direction of the Engineer in charge
332.28
2126359
6399.3
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super-structure complete as per drawings and MORD technical specification Clauses 1002, 1010 & 1202 as per direction of the Engineer in charge
531.15
3445851
6487.53
Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
661.55
899178
1359.2
Providing& laying 600mm. thick filter media in the rear of abutment & wing walls with 45mm. size & down graded clean hand broken granite metal of approved quality from approved quarry with smaller size towards soil & bigger size towards wall & providing over the entire surface behind the abutment, wing wall, return wall to the full height complete to firm condition complete as per drawing and technical specification clause 2504 of MORTH & direction of the Engineer-in-Charge including cost,conveyance, royality & taxes of all labour, materials T&P articles required for the work etc. complete
67.2
119843
1783.39
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
77.2
11529
149.34
Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete.
24
17990
749.6
Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
414.91
332969
802.51
Providing , fitting, fixing expansion joints including all cost, carriage etc complete as per specification & direction of the Engineer-in-Charge.
66.76
17471
261.7
Providing , fitting, fixing tar papers including all cost, carriage etc complete as per specification & direction of the Engineer-in-Charge.
13.94
239
17.17
Providing, fitting, fixing z sheet piles including driving , cost ,carriage & sheet piles etc complete as per specification & direction of the Engineer-in-Charge.
928.08
8395810
9046.43
H.L Bridge overJora nallah
-
-
-
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift up to 1.5m and lead up to 1000m as per Techincal Specification clause 302.3 of MORD and as per direction of Engineer-in-Charge.
1146
39525
34.49
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials, disposal upto 50m, dressing of sides and bottom and backfilling with approved excavated material and as per direction of the Engineer-in-Charge.
986
214455
217.5
Filling in foundation trenches with sand as per drawing and MORD technical specification Clause 305.3.9 and as per direction of the Engineer-in-Charge.
139.3
83617
600.27
P.C.C. grade M-15 (1:2.5:5 Nominal mix) in open Foundations complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
106.47
420961
3953.8
P.C.C. grade M-15 (1:2.5:5 Nominal mix) in Sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
152.1
634997
4174.87
Providing and laying reinforced cement concrete complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
-
-
-
R.C.C. grade M-25 in foundation
203.5
1048452
5152.1
R.C.C. grade M-25 in substructure
148.05
807522
5454.39
R.C.C. grade M-25 in superstructure
171.58
1122335
6541.18
Providing and laying reinforced cement concrete complete as per drawings and technical specification Clauses 800, 1205.4 and 1205.5 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
-
-
-
R.C.C. grade M-20 in superstructure
21.37
118563
5548.15
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and Technical Specification Clauses 800 and 1206.3 of MORD and as per direction of Engineer in charge.
19.02
116512
6125.78
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Foundation complete as per drawings and MORD technical specification Clauses 1000 & 1202 as per direction of the Engineer in charge
203.5
1299953
6387.98
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Sub-structure complete as per drawings and MORD technical specification Clauses 1002, 1005, 1010 & 1202 as per direction of the Engineer in charge
122.06
781098
6399.3
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Super-structure complete as per drawings and MORD technical specification Clauses 1002, 1010 & 1202 as per direction of the Engineer in charge
190.84
1238080
6487.53
Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
353.3
480205
1359.2
Providing& laying 600mm. thick filter media in the rear of abutment & wing walls with 45mm. size & down graded clean hand broken granite metal of approved quality from approved quarry with smaller size towards soil & bigger size towards wall & providing over the entire surface behind the abutment, wing wall, return wall to the full height complete to firm condition complete as per drawing and technical specification clause 2504 of MORTH & direction of the Engineer-in-Charge including cost,conveyance, royality & taxes of all labour, materials T&P articles required for the work etc. complete
47.5
84711
1783.39
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
49.2
7347
149.34
Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete.
24
17990
749.6
Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
277.07
222351
802.51
Providing , fitting, fixing expansion joints including all cost, carriage etc complete as per specification & direction of the Engineer-in-Charge.
26.7
6987
261.7
Providing , fitting, fixing tar papers including all cost, carriage etc complete as per specification & direction of the Engineer-in-Charge.
13.94
239
17.17
Providing, fitting, fixing z sheet piles including driving , cost ,carriage & sheet piles etc complete as per specification & direction of the Engineer-in-Charge.
176.15
1593528
9046.43
TOTAL PART-I
1
49529808
1
Routine Maintenance after completion of Construction works
-
-
-
For 1st Year
2.14
98441
46022.21
For 2nd Year
2.14
115916
54191.79
For 3rd Year
2.14
133390
62361.36
For 4th Year
2.14
150865
70530.94
For 5th Year
2.14
168340
78700.51
TOTAL PART-II
1
666954
1
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