Rural Development Department Tender
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Costs
EMD
₹ 11,37,114Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From Arkhakud To Sonepur Boarder (sahajlata) Under Cmrl In The District Of Sambalpur
Description
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Contact
Tender Id
2024_CERWI_108905_1Tender No
ROAD TENDER ONLINE RWCSBP-13/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
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)
4085.64
1836
7502379.02
... More
Supplying & filling moorum of approved quality including watering to complete saturation & ramming with all leads & lifts including cost, conveynance,royality& taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of EIC.
1762.5
528
932292
... More
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)
2837.26
2277
6461434.06
... More
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
17977.5
36
653302.35
... More
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
17977.5
13
234426.6
... More
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
449.44
9531
4283756.46
... More
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.
10920
31
341468.4
... More
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 & 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.
337.5
6796
2293724.25
... More
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.
1315.69
270
356407.26
... More
Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
195.45
885
173145.25
... More
Plain cement concrete in Foundation, M-15 complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
508.23
5455
2772643.68
... More
Plain cement concrete in Sub-structure, M-15 complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
901.74
5597
5047516.7
... More
Providing M10 with C.C ( 1:3:6) with 40 mm size down graded metal including cost, conveyance, royality etc complete
66.65
5776
385016.39
... More
R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
... More
Deck Slab
62.82
9580
601854.55
... More
Providing Concrete for reinforced cement concrete of M25 for Railing complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
31.2
2260
70513.25
... More
R.C.C. M-20 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
22.05
6047
133337.89
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding 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. and as per the direction of the Engineer in charge
-
-
-
... More
1000 mm dia HPC (Single row)
37.5
5714
214283.25
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge
6.01
87404
525301.29
... More
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
436.6
111
48694
... More
Providing concrete for plain / reinforced concrete in PCC M20 Sub-Structure complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
18
6189
111403.98
... More
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
-
-
-
... More
i.) 600mm equilateral triangle
45
2020
90915.3
... More
iv) 800mm x600mm rectangular ( For Place Indentification)
2
2174
4349.58
... More
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and as per direction of EIC
4
3163
12653.52
... More
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 as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge
2
11537
23074.12
... More
Providing and fixing of typical CITIZEN INFORMATION 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
17825
53476.83
... More
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)
1
27837
27837.76
... More
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
... More
Fixing of 5th. Km. Stone
3
4048
12145.89
... More
Fixing of Km. Stone
5
2416
12081.3
... More
Fixing or 200m Stone
21
708
14874.72
... More
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
250
972
243040
... 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 specification Clause 1904.2
-
-
-
... More
1 st year
200.5
349
70070.74
... More
2nd year
240.61
349
84088.38
... More
3rd Year
250.63
349
87590.17
... More
4th year
260.66
349
91095.46
... More
5th year
270.68
349
94597.25
... More
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 technical specification Clause 1903
-
-
-
... More
1 st year
528.75
44
23497.65
... More
2nd year
687.38
44
30547.17
... More
3rd Year
740.25
44
32896.71
... More
4th year
766.69
44
34071.7
... More
5th year
793.13
44
35246.7
... 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
1 st year
1233.75
20
25699.01
... More
2nd year
1480.5
20
30838.82
... More
3rd Year
1142.1
20
23789.94
... More
4th year
1418.81
20
29553.81
... More
5th year
1727.25
20
35978.62
... More
Restoration of rain cuts with soil, moorum gravel or a mixture of these, 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 technical specifications Clause 1902
-
-
-
... More
1 st year
264.38
701
185544.53
... More
2nd year
211.5
701
148432.82
... More
3rd Year
264.38
701
185544.53
... More
4th year
211.5
701
148432.82
... More
5th year
264.38
701
185544.53
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
... More
1 st year
132
36
4770.48
... More
2nd year
132
36
4770.48
... More
3rd Year
132
36
4770.48
... More
4th year
132
36
4770.48
... More
5th year
132
36
4770.48
... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
-
-
-
... More
1 st year
5.2
1538
7999.26
... More
2nd year
5.2
1538
7999.26
... More
3rd Year
5.2
1538
7999.26
... More
4th year
5.2
1538
7999.26
... More
5th year
5.2
1538
7999.26
... 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
-
-
-
... More
1 st year
11
1713
18845.31
... More
2nd year
11
1713
18845.31
... More
3rd Year
11
1713
18845.31
... More
4th year
11
1713
18845.31
... More
5th year
11
1713
18845.31
... More
Maintenance of 200 metre km stone 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
-
-
-
... More
1 st year
5.2
825
4291.51
... More
2nd year
5.2
825
4291.51
... More
3rd Year
5.2
825
4291.51
... More
4th year
5.2
825
4291.51
... More
5th year
5.2
825
4291.51
... More
Cutting of branches of trees and shrubs 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
-
-
-
... More
1 st year
35
176
6163.85
... More
2nd year
31
176
5459.41
... More
3rd Year
23
176
4050.53
... More
4th year
23
176
4050.53
... More
5th year
24
176
4226.64
... More
Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914
-
-
-
... More
1 st year
132
10
1448.04
... More
2nd year
126
10
1382.22
... More
3rd Year
80
10
877.6
... More
4th year
85
10
932.45
... More
5th year
70
10
767.9
... More
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
-
-
-
... More
1 st year
881.25
3
3225.38
... More
2nd year
705
3
2580.3
... More
3rd Year
881.25
3
3225.38
... More
4th year
881.25
3
3225.38
... More
5th year
1057.5
3
3870.45
... More
Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911
-
-
-
... More
1 st year
13.96
1652
23073.65
... More
2nd year
13.96
1652
23073.65
... More
3rd Year
13.96
1652
23073.65
... More
4th year
13.96
1652
23073.65
... More
5th year
13.96
1652
23073.65
... More
Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
402.36
298
120023.99
... More
Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications.
471.27
11023
5194917.6
... More
Labour for sinking in all kinds of soil other than rock in lines plumb etc complete.
-
-
-
... More
Upto 10.00 mtr depth
-
-
-
... More
For 7.50 mtr dia Well
11
28422
312650.69
... More
For 6.5 mtr dia Well
21
25920
544332.81
... More
Sinking of 6m. Dia R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT100) to lines levels & plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
-
-
-
... More
For 7.50 mtr dia Well
6
125849
755094.3
... More
For 6.5 mtr dia Well
9
94526
850739.58
... More
Construction of 6m. Dia R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
-
-
-
... More
For 7.50 mtr dia Well
5.87
336647
1976122.35
... More
For 6.5 mtr dia Well
8.92
252859
2255510.04
... More
Construction of 6m. Dia R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges.
-
-
-
... More
For 7.50 mtr dia Well
1.2
672522
807027.26
... More
For 6.5 mtr dia Well
1.8
505139
909250.72
... More
Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
-
-
-
... More
A) Bottom Plugging
314.48
6059
1905623.01
... More
B) Top Plugging
47.62
5677
270373.98
... More
R.C.C. M-25 using 20mm down graded chips in foundation & plinth((A/R'2006 page 50 item 5)
-
-
-
... More
A) WELL CURB
109.18
12192
1331128.02
... More
B) WELL STEINING
278.07
9241
2569811.71
... More
C) Railing & Post
260.2
2315
602386.42
... More
Plain Cement Concrete M 20 Grade using 20mm down graded chips in superstructure
745.72
8235
6141712.63
... More
R.C.C M30 using 20mm down graded HG chips etc complete.
-
-
-
... More
(A) WELL CAP
279.39
8456
2362619.63
... More
(B) Abutments & Pier shaft
110.39
9046
998637.62
... More
(C) Abutment & Pier caps
60.46
9046
546948.37
... More
(D) DIRT Wall
12.94
11996
155239.89
... More
(E) Superstructure
551.56
28171
15538217.38
... More
(F) Wearing Coat-Mastic Asphalt
975.75
858
837417.92
... More
(G) Approach slab
19.64
7276
142903.59
... More
Labour for cutting, bending, Binding T.S Road including cost & carriage of MS rod.
2136.23
8740
18671611.5
... More
Rough stone dry packing in approns & revetments with h.g. stone boulder etc.
287.2
2143
615512.68
... More
Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.
58.73
2333
137067.01
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
288
144
41544
... More
Providing,fixing R.C.C guard post on approach Road using 7.50 kg steel in each guard post etc complete
404
976
394445.4
... More
Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete.
-
-
-
... More
Granular Material
194.4
1091
212175.94
... More
Sandy Material
161.68
1541
249273.37
... More
In Abutment / Pier Wells
967.26
885
856895.63
... More
Supply and fixing of the POT / PTFE Bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on abutment and piers in position with all materials, labo
24
69195
1660689.36
... More
Providing , fitting, fixing strip seal expansion joints including all cost, carriage etc complete
43
12289
528441.19
... More
Providing Cement Concrete (1:3:6) etc complete
9.76
5918
57766.71
... More
Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm dia with Ggalvanized steel confirming to IS 226 & fixing in position with suitable fixures at specified location on bridge decks including painting two coats with bituminous paint sealant as per IS 1834 around the spout to the deck slab as per technical specification part I/ II of Clause-2705 under Section 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
56
1434
80335.36
... More
Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods .
197
127
25200.24
... More
Levelling the hard rock surface under wells for piers, abutments & wing under water
187.93
214
40365.48
... More
Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm
238.4
212
50626.62
... More
Filling sand in foundation in trenches as per drawing and technical specification clause 305.3.9
63.39
885
56157.2
... More
Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in open foundations comepte as per drawings and as per direction of Engineer in Charge.
47.54
5918
281375.95
... More
Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
362.24
5785
2095837.32
... More
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
448
144
64624
... More
Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete
203.76
2143
436688.24
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