Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Khaira To Dhanmandal Via Sasanpurostampur Road For The Year 2022-23
Description
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Contact
Tender Id
2022_CERWI_83793_5Bid Award Id
ViewTender No
Tender Online RCK-32/22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Re-working of scarified bituminous surface suitable after supplementing base materials with sand & compacting finished surface as per Technical Specification & as per Clause - 601.8.3.2 and as per direction of Engineer-in-Charge.
4254
-
8.68
... 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 Tables 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works and as per direction of Engineer-in-Charge.(with Mechanical means)
19024.66
-
129.13
... More
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.
260.56
-
199.58
... More
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).
762.99
-
28.76
... More
Providing Cement Concrete (1:3:6) with 40 mm crusher broken hard granite stone aggregate of approved quality from approved quarry for cement concrete work including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including cost of curing for 28 days, conveyance, royality, taxes of all materials required for the work, running and hire charges of machineries and all T & P required for the work, labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-Charge.
27.73
-
4430.55
... More
Construction of granular sub-base by providing Close graded Granular Sub-base Grading-III material as per table 400-1, spreading in uniform layers with tractor 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 and Bridge works and as per direction of the Engineer -in- Charge.
835.88
-
1210.83
... More
Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
-
-
-
... More
Grading No. -II (63-45 mm size) (Chrusher dust)
671.07
-
2012.09
... More
Grading No. -III (53-22.4 mm size) (Chrusher dust)
617.93
-
2100.51
... More
Providing and applying primer coat (low porosity) with Bitumen emulsion (SS-1) 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 of MoSRT&H Specifications for Road and Bridge works (4th Revision) and as per direction of the Engineer -in- Charge.
8158.28
-
37.58
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD and as per direction of Engineer in charge.
8158.28
-
13.23
... More
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates with batch type hot mix plant and using 60/70 penetration grade of 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per Clause 511 of MoSRT&H Specifications for Road & Bridge works (4th Revision).
8158.28
-
178.66
... More
Providing and laying 6mm thick precoated seal coat Type-B using 0.06cum of 6.7mm size chips and 6.80kg.of 60/70 penetration grade of bitumen for 10sqm with 100-120 TPH HMP by transporting the Hot Mix to work site laying with a Mechanical Paver Finisher to the required grade, level and alignment as per Clause No. 513 of MoSRT&H specifications for Road & Bridge.By Mechanically.
8158.28
-
74.81
... More
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 MoRD technical specification Clause 309 and as per the direction of the Engineer-in-Charge.
13990.62
-
17.74
... More
Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
1408.67
-
5380.31
... More
Cross Drainage Structures
-
-
-
... More
Earthwork in excavation for foundation in hard soil including dressing and levelling the bed and depositing the soil with initial lead of 50m and initial lift of 1.5m etc. complete and as per the direction of the Engineer-in-Charge.
934.94
-
199.58
... More
Fillling in foundation trenches with sand including watering, ramming and cost, carriage, royalty, all labour T & P etc. complete and as per the specification and direction of the Engineer-in-Charge.
218.09
-
399.65
... More
Providing & laying Granular Sub-Base in layers not exceding 225 mm watering and compacting to required density in O.M.C with Vibratory Roller including hire and running charges of VRR etc complete.
7.77
-
1210.83
... More
Providing Cement Concrete (1:3:6) with 40 mm crusher broken hard granite stone aggregate of approved quality from approved quarry for cement concrete work including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including cost of curing for 28 days, conveyance, royality, taxes of all materials required for the work, running and hire charges of machineries and all T & P required for the work, labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-Charge.
26.13
-
4430.55
... More
Plain cement concrete(1:2.5:5) in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
190.85
-
4104.46
... More
Plain cement concrete(1:2.5:5) in Sub-Structure complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
473.25
-
4211.72
... More
Providing and laying reinforced cement concrete R.C.C. grade M-25 including centering, shuttering, compacting by vibrators watering, curing finishing the exposed surface smooth with cost conveyance royalty of all materials etc. complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.
-
-
-
... More
Foundation
37.8
-
5235.73
... More
Substructure
82.24
-
6822.08
... More
Superstructure
64.8
-
7526.86
... More
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 and as per direction of Engineer in Charge.
14
-
6400.83
... More
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and Technical Specification and as per direction of Engineer in Charge.
3.94
-
5253.8
... More
Providing HYSD reinforcement for RCC works including bending bindingand placing in position for finished item work as per drawings and Technical Specification and as per direction of Engineer in Charge.
182.35
-
9189.34
... More
Providing and laying reinforcement cement concrete NP-3 Pipe for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification and as per direction of Engineer-in-Charge.
-
-
-
... More
600 mm dia Hume Pipe in Single Row
22.5
-
2326.55
... More
1000 mm dia Hume Pipe in Single Row
22.5
-
5400.51
... More
Providing & laying of fiter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600mm withg smaller size towards the soil & bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.
16.8
-
1720.64
... More
Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing & Technical Specification and as per direction of Engineer-in-Charge.
345.63
-
105.84
... More
Rough stone dry packing in approns & revetments with hard granite stone of 15cm.to 30 cm size of approved quality from approved quarry including cost, conveyance royality & taxes of all materials, cost of all labour including filling the interstics with small stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge.
87.78
-
1359.63
... More
Road Furnitures
-
-
-
... More
Providing and fixing of 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 Clause 1701 and Annexure 1700.1
-
-
-
... More
Sign board
1
-
9207.83
... More
Citizen board
1
-
8998
... More
Providing and fixing of semi-reflective cautionary, mandatory and informatory signboard as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front & gray colour on back with red reflective border of 65mm width & required letters & 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 47mm 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 and as per direction of Engineer in Charge.
-
-
-
... More
a) 600mm equilateral triangle
13
-
1748.41
... More
b) 600mm Circular
13
-
1824.1
... More
Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MoRD and as pe direction of Engineer in charge.
-
-
-
... More
a) 5th Kilometer Stone (precast)
1
-
3146.64
... More
a) Ordinary Kilometer Stone (precast)
3
-
1876.12
... More
b) 200 Meter Stone (precast)
17
-
577.74
... More
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.
84
-
582.49
... More
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
-
-
-
... More
1st Year
183.97
-
303.83
... More
2nd Year
220.76
-
303.83
... More
3rd Year
257.56
-
303.83
... More
4thYear
331.15
-
303.83
... More
5th Year
367.94
-
303.83
... 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 MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
... More
1st Year
646.2
-
37.21
... More
2nd Year
775.44
-
37.21
... More
3rd Year
840.06
-
37.21
... More
4thYear
904.68
-
37.21
... More
5th Year
1027.46
-
37.21
... 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
646.2
-
14.75
... More
2nd Year
710.82
-
14.75
... More
3rd Year
840.06
-
14.75
... More
4thYear
1033.92
-
14.75
... More
5th Year
1163.16
-
14.75
... 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.
-
-
-
... More
1st Year
45.23
-
281.31
... More
2nd Year
90.46
-
281.31
... More
3rd Year
135.69
-
281.31
... More
4thYear
180.92
-
281.31
... More
5th Year
226.15
-
281.31
... 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.
-
-
-
... More
1st Year
22
-
131.68
... More
2nd Year
22
-
131.68
... More
3rd Year
22
-
131.68
... More
4thYear
22
-
131.68
... More
5th Year
22
-
131.68
... 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
86
-
8.08
... More
2nd Year
86
-
8.08
... More
3rd Year
86
-
8.08
... More
4thYear
86
-
8.08
... More
5th Year
86
-
8.08
... 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
743.13
-
2.7
... More
2nd Year
891.76
-
2.7
... More
3rd Year
1040.38
-
2.7
... More
4thYear
1189.01
-
2.7
... More
5th Year
1337.63
-
2.7
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