Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
N.c. College To Jaharnpur For The Year 2021-22 In The District Of Jajpur
Description
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Contact
Tender Id
2021_CERWI_73774_5Bid Award Id
ViewTender No
Tender Online RCK-28/21Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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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).
2018.13
-
28.65
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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.
1296.34
-
1577.53
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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.
21816.99
-
17.28
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blend complete as per Specifications for Road and Bridge works and as per direction of the Engineer -in- Charge.
943.32
-
3116.74
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Construction of unreinforced, dowel jointed, at expansion and construction joint only, plain cement concrete pavement, thickness as per design over a prepared sub base with cement as per Clause No.602.2.2, of MORT&H Specifications coarse and fine aggregate confirming to IS 383, maximum size of course aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.28cum 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, 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 & Bridge works (5th Revision).
6451.5
-
6022.42
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Cross Drainage Structures
-
-
-
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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.
2894.52
-
188.79
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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.
1137.26
-
388.17
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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.
4.21
-
4643.32
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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.
120.37
-
4359.82
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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.
1305.19
-
4467.08
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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.
-
-
-
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600 mm dia Hume Pipe in Single Row
7.5
-
2445.59
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1000 mm dia Hume Pipe in Single Row
7.5
-
5592.21
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300 mm dia Hume Pipe in Single Row
20
-
875.1
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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.
452
-
105.34
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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.
326.7
-
1614.18
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Road Furnitures
-
-
-
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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
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-
-
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Sign board
1
-
9152.37
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Citizen board
1
-
9152.37
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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.
-
-
-
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a) 600mm equilateral triangle
14
-
1767.83
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b) 600mm Circular
14
-
1843.51
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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.
-
-
-
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a) 5th Kilometer Stone (precast)
1
-
3192.35
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a) Ordinary Kilometer Stone (precast)
4
-
1915.92
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b) 200 Meter Stone (precast)
18
-
576.62
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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.
92
-
643.64
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TOTAL PART-I
1
-
1
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Routine Maintenance after completion of construction works
-
-
-
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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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For 1st Year
674.82
-
290.78
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For 2nd Year
809.78
-
290.78
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For 3rd Year
944.75
-
290.78
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For 4yh Year
1079.71
-
290.78
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For 5th Year
1213.33
-
290.78
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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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For 1st Year
1380
-
36.12
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For 2nd Year
1656
-
36.12
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For 3rd Year
1932
-
36.12
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For 4yh Year
2208
-
36.12
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For 5th Year
2484
-
36.12
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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.
-
-
-
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For 1st Year
1380
-
14.2
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For 2nd Year
1656
-
14.2
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For 3rd Year
1932
-
14.2
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For 4yh Year
1932
-
14.2
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For 5th Year
1932
-
14.2
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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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For 1st Year
138
-
297.76
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For 2nd Year
276
-
297.76
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For 3rd Year
552
-
297.76
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For 4yh Year
828
-
297.76
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For 5th Year
1104
-
297.76
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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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For 1st Year
46
-
125.16
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For 2nd Year
46
-
125.16
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For 3rd Year
46
-
125.16
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For 4yh Year
46
-
125.16
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For 5th Year
46
-
125.16
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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.
-
-
-
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For 1st Year
184
-
7.65
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For 2nd Year
184
-
7.65
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For 3rd Year
184
-
7.65
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For 4yh Year
184
-
7.65
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For 5th Year
184
-
7.65
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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
-
-
-
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For 1st Year
1587
-
2.55
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For 2nd Year
1904.4
-
2.55
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For 3rd Year
2221.8
-
2.55
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For 4yh Year
2539.2
-
2.55
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For 5th Year
2856.6
-
2.55
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TOTAL PART-II
1
-
1
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