Works Department Tender
... More
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Costs
EMD
₹ 9,23,080Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_89682_1Bid Award Id
ViewTender No
BPT/Online-04/2023-24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete.
10000
63200
6.32
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications for Road & Bridges work (4th Revision).
-
-
-
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With mechanical lead upto 1000m
4155.29
807289
194.28
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
5312.5
393125
74
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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).
20903.9
1038714
49.69
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Excavation in ordinary rock using Hydraulic Excavator of 0.9 cum bucket capacity including cutting and loading in tippers,transporting to embankment site with a lift upto 1000m,trimming bottom and side slopes in accordance with requirements of lines,grades and cross-section as per Techinal Specification clause 302.3.5.
32818.69
2784337
84.84
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Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302
4102.34
1556509
379.42
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Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered.
4102.34
1896675
462.34
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Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
21690.68
564174
26.01
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Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
812.5
420964
518.11
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Construction of granular sub-base by providing close graded granular sub-base using Moorum Sand admixture material as per table-100-1, spreading in uniform 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 & Bridges work
491.77
415216
844.33
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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 wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specificarions for Road & Bridge works(4th Revision) .
-
-
-
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Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure
280.94
753694
2682.76
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Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure
739.94
2071550
2799.62
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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 MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
9692.5
369962
38.17
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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 Engineer-in-Charge.
9692.5
130654
13.48
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Providing and Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250 gms per sqm area,thicknessof 2.5mm is exclusive of surface applied glass beads as per IRC:35.
500
198530
397.06
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen Emulsion(Cold Mix) @ 21.5 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 506 of MoRD with I:s 8887 and as per direction of Engineer-in-Charge(Cold Mix Bitumen)
9692.5
2092610
215.9
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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 508 of MORD with bitumen Emulsion MS-1 laid by manual means and as per direction of Engineer-in-Charge. (COLD MIX).
9692.5
861275
88.86
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Providing,supplying,fitting and fixing of 80mm thick interlocking concrete paver block on compacted river coarse sand free from all organic materials and filling the joints with sand including cutting,corbelling, splays whereever necessary to proper size with cost,conveyance,royalities of all materials and as directed by Engineer-in-chief.
1000
999210
999.21
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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 M-30 (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 form work 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing including cost & conveyance of tie bar etc complete and Technical Specification as per direction of the Engineer-in-Charge.
3377.34
21959498
6502.01
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
5749.35
1188793
206.77
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Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
1534.85
1251532
815.41
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P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.
786.11
4096867
5211.57
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Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification.
1674.33
8684163
5186.65
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Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification.
721.73
3845875
5328.69
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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
-
-
-
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Foundation
672.86
4317756
6417.02
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Substructure
343.84
2778908
8081.98
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Superstructure
672.86
5940438
8828.64
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
9.8
22235
2268.89
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
2.76
17758
6434.18
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
696.37
6403827
9196.04
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Providing and laying of Filter Media with Stone Crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2. of MORTH Specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size.
23.22
50939
2193.78
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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
-
-
-
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600 mm dia Single row
15
49875
3325.06
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1000 mm dia Single row
112.5
747097
6640.87
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RRHG stone masonery 1:6 in foundation & plinth including cost of all materials, labour, T&P, etc. complete.
1072.5
4377945
4082
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RRHG stone masonery 1:6 in foundation & plinth including cost of all materials, labour, T&P, etc. complete. (Excluding cost of material)
1072.5
3252967
3033.07
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Rough Stone Dry Packing in approns and Revetment with hard Granite Stones.
272.55
459756
1686.87
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Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.
-
-
-
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Weepholes
715
79171
110.73
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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 .
2
22339
11169.75
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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 of MoRD
-
-
-
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600mm equilateral triangle
46
91521
1989.59
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600mm Circular
46
85284
1854
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Providing and fixing of typical MMSY Citizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1
2
17996
8998
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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.
-
-
-
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Fixing of 5th. Km. Stone
1
3577
3577.46
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Fixing of Km. Stone
6
12605
2100.97
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Fixing or 200m Stone
58
36783
634.2
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Guide Post (M-20)
696
440957
633.56
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Providing & Fixing Cats Eye/ Raised Pavement marker (NMC) nail lens:- Made out of Acrylic- strene-Acrylinitri of Hi impact polystrene fitted with moulded of methacrylate (NMC) reflector cube corner reflector design; filled with tightly adherring potting compound as per ASTM D 788 size
200
75156
375.78
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
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1st year
281.25
93113
331.07
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2nd year
374.06
123840
331.07
... More
3rd year
469.69
155500
331.07
... More
4th year
562.5
186226
331.07
... More
5th year
655.31
216953
331.07
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
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1st year
375
16597
44.26
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2nd year
498.75
22074
44.26
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3rd year
626.25
27717
44.26
... More
4th year
750
33195
44.26
... More
5th year
873.75
38672
44.26
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
... More
1st year
375
6592
17.58
... More
2nd year
498.75
8768
17.58
... More
3rd year
626.25
11009
17.58
... More
4th year
750
13185
17.58
... More
5th year
873.75
15360
17.58
... More
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
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1st year
1171.88
376103
320.94
... More
2nd year
1616.02
518645
320.94
... More
3rd year
2027.35
650657
320.94
... More
4th year
2437.51
782294
320.94
... More
5th year
2871.11
921454
320.94
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
... More
1st year
18
24931
1385.09
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2nd year
18
24931
1385.09
... More
3rd year
18
24931
1385.09
... More
4th year
18
24931
1385.09
... More
5th year
18
24931
1385.09
... More
Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
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1st year
2.5
1873
749.35
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2nd year
2.5
1873
749.35
... More
3rd year
2.5
1873
749.35
... More
4th year
2.5
1873
749.35
... More
5th year
2.5
1873
749.35
... More
Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
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1st year
25
3401
136.04
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2nd year
33
4489
136.04
... More
3rd year
42
5713
136.04
... More
4th year
50
6802
136.04
... More
5th year
58
7890
136.04
... More
Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year
100
837
8.37
... More
2nd year
133
1113
8.37
... More
3rd year
167
1397
8.37
... More
4th year
200
1674
8.37
... More
5th year
233
1950
8.37
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st year
190.31
530
2.79
... More
2nd year
253.11
706
2.79
... More
3rd year
323.53
902
2.79
... More
4th year
380.62
1061
2.79
... More
5th year
443.42
1237
2.79
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