Rural Development Department Tender
... More
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Costs
EMD
₹ 1,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction and Maintenance of RD Road to Dhobalipathar Road
Description
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Contact
Tender Id
2018_CERWI_47464_5Bid Award Id
ViewTender No
Tender Online RCK -03-18Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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By Mechanical means with 5 km lead
6135.48
754234
122.93
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Supplying all materials Labour T&P and providing granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400.1-A, 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 MORD Specifications etc. complete including cost, conveyance and royality of all materials to site as per specification and direction of Engineer in Charge.
491.44
635928
1294.01
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Supplying all materials Labour T&P and providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, 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 405 of MORD Specifications etc. complete including cost, conveyance and royality of all materials to site as per specification and direction of Engineer in Charge.
-
-
-
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WBM Grade- II (With stone screened dust)
335.07
792460
2365.06
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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 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 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 as per MoRD technical specification Clause 1501 and as per direction of Engineer-in-Charge.
1095.77
6004381
5479.6
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Protection Works
-
-
-
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Earthwork in excavation for foundation of structures in hard soil upto 3 m depth as per drawing and Technical Specification of MORD Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal upto a lead of 50m. dressing the sides and bottom and backfilling with excavated suiatable material and as per direction of Engineer-in-Charge.
235.75
31691
134.43
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Providing and filling manually / back filling in foundation trenches with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. for finished item of work as per Technical Specifications Clause 305.3.9 & 1108 of MORD and as per the direction of Engineer-in-Charge.
31.63
16645
526.25
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Providing and laying PCC (1:3:6) in foundation as per approved specification and design using 40 mm size crusher broken hard granite aggregates including preparation of form work preparation of mix in mixture machine, laying, compacting by vibrator, finishing and curing with all cost including cost of labour, material, machinaries, cost of transportation, hire charges, royality and taxes etc. complete as per MoRD Technical Specification Clause 800 & 900 and direction of the Engineer-in-Charge
23
89037
3871.18
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
-
-
-
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P.C.C. (M-15)
8.63
33034
3827.81
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Plain/reinforced cement concrete in sub-structure complete as per drawings and MORD technical specification Clause 800, 900,1206 and as per direction of the Engineer in Charge
-
-
-
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P.C.C. (M-15)
122.5
482046
3935.07
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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.
33
3326
100.79
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Cross Drainage Structures
-
-
-
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Earthwork in excavation for foundation of structures in hard soil upto 3 m depth as per drawing and Technical Specification of MORD Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal upto a lead of 50m. dressing the sides and bottom and backfilling with excavated suiatable material and as per direction of Engineer-in-Charge.
356.37
47906
134.43
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Providing and filling manually / back filling in foundation trenches with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. for finished item of work as per Technical Specifications Clause 305.3.9 & 1108 of MORD and as per the direction of Engineer-in-Charge.
33.47
17613
526.25
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Providing and laying PCC (1:3:6) in foundation as per approved specification and design using 40 mm size crusher broken hard granite aggregates including preparation of form work preparation of mix in mixture machine, laying, compacting by vibrator, finishing and curing with all cost including cost of labour, material, machinaries, cost of transportation, hire charges, royality and taxes etc. complete as per MoRD Technical Specification Clause 800 & 900 and direction of the Engineer-in-Charge
7.07
27369
3871.18
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Supplying all materials Labour T&P and providing granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400.1-A, 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 MORD Specifications etc. complete including cost, conveyance and royality of all materials to site as per specification and direction of Engineer in Charge.
2.62
3390
1294.01
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
-
-
-
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P.C.C. (M-15)
141.48
541558
3827.81
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Plain/reinforced cement concrete in sub-structure complete as per drawings and MORD technical specification Clause 800, 900,1206 and as per direction of the Engineer in Charge
-
-
-
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P.C.C. (M-15)
115.99
456428
3935.07
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Providing and laying reinforcement cement concrete NP-3 Pipe for culverts including fixing colar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonery works in head walls and parapets as per Clause 1100 of MORD specification and as per direction of Engineer-in-Charge.
-
-
-
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600 mm dia Hume Pipe
22.5
44653
1984.61
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1000 mm dia Hume Pipe
15
67249
4483.3
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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.
-
-
-
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a) Raft
16.8
81552
4854.33
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b) Abutment & Pier Shaft
18.27
109511
5994.07
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c) Deck Slab
16.8
109325
6507.45
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d) Railing
14
73760
5268.64
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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.
3.15
15339
4869.68
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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.
51.67
336117
6505.46
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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.
52
5241
100.79
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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.
31.44
38357
1220.03
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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.
31.98
51558
1612.22
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Road Furnitures
-
-
-
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Providing and Fixing of typical MMSY informatory sign board with Logo as per MORD specifications 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 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 75mm of 12 SWG sheet tubes posts duly embeddede in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600 mm 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 Engineer-in-Charge.
1
7980
7980.74
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Providing & fixing guard stones of R.C.C. M-15 grade guard / boundary post of standard design as per IRC-25 fixed position as per drawing and MoRD Technical Specifications Clause 1700 and as per direction of Engineer-in-charge.
40
19920
498
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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 Clause 1703 of MORD and as per direction of Engineer-in-charge.
-
-
-
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b) Ordinary kilometer stone
2
3152
1576.07
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c) 200 meter stone
8
3667
458.43
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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of 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 as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.
-
-
-
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a) 600mm equilateral triangle
6
9744
1624.06
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b) 600mm Circular
6
10198
1699.74
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Providing and fixing of typical MMSY 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.
1
8998
8998
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TOTAL PART-I
1
10979302
1
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Routine Maintenance after completion of construction works
-
-
-
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Repair to potholes by removal of loosed materials, trimming the sides cleaning of surface providing tack coat 20mm thick premix carpet and sealcoat type B as per drawing and Technical specifications Clauses 1904 & 500
-
-
-
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For 1st Year
95.04
-
-
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For 2nd Year
190.08
-
-
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For 3rd Year
855.36
-
-
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Maintenance of Earthen shoulder (filling with fresh selected soil) 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
-
-
-
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For 1st Year
1188
-
-
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For 2nd Year
1425.6
-
-
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For 3rd Year
2613.6
-
-
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Maintenance of Earthen shoulder (stripping of excess soil) 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
2970
-
-
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For 2nd Year
3564
-
-
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For 3rd Year
6534
-
-
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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 allignment, level and slopes as per drawings and Technical specification Clause 1902
-
-
-
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For 1st Year
534.6
-
-
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For 2nd Year
748.44
-
-
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For 3rd Year
1069.2
-
-
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Cutting of branches of trees shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1915
-
-
-
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For 1st Year
40
-
-
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For 2nd Year
40
-
-
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For 3rd Year
40
-
-
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Cutting of shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1914
-
-
-
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For 1st Year
158
-
-
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For 2nd Year
158
-
-
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For 3rd Year
158
-
-
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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
-
-
-
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For 1st Year
1366.2
-
-
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For 2nd Year
1639.44
-
-
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For 3rd Year
1912.68
-
-
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TOTAL PART-II
1
-
1
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