Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_81958_5Bid Award Id
ViewTender No
Tender Online RCK-26/22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
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Providing , fitting , fixing Sail z-sheet piles 10mm thickness including labour for driving , cost & carraige of piles
896.64
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7273.44
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Earth work in exacavation of foundation in all kinds of soil within initial llead and lifts including shoring & shuttering etc complete.(Take 100 % in all kinds of soil)
5897.56
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161.21
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Providing and filling manually with selected sand
925.24
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365.49
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M15 CC (1:3:6) in foundation & plinth using 4cm size hg metal including watering & curing etc.(In Foundation)
195.88
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4625.96
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Plain Cement Concrete M15 Grade using 40mm down graded chips in Foundation and Plinth.(In Foundation)
310.77
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4170.78
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Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
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Post & Railing
136.48
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2013.24
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RCC of design mix of M-250grade having specified characteristics compressive strength/ target mean strength of 200kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering ,shuttering .
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Deck slab
430.17
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6724.56
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Kerb
18.63
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9140.78
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R.C.C M30 using 20mm down graded HG chips etc complete.
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-
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In Foundation (Raft Area)
597.14
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5310.02
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Wing Wall Sub structure
27.06
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12596.65
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Abutments & Piers Shaft
191.86
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7232.19
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Abutment & Pier caps, Z Sheet pile cap
40.78
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8079.66
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Dirt walls (Abutment)
3.02
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9163.74
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Approach slab
19.52
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5821.16
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Wearing coat
41.59
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5821.16
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Providing HYSD bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.
1324.78
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8631.71
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Rough stone dry packing in boulder approns & revements with h.g. stone boulder etc.
1126.62
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1673.15
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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 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfact behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification & direction of Engineer-in Charge.
35.41
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1813.04
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Providing weep hole in plan / Reinforced concrete abutment, wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete as per drawing and technical specification and direction of Engineer in charge.
125.44
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138.98
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Providing& fixing 15 cm dia. & 1.00m long R.C.C. guard posts including all costs & conveyance etc complete
104
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819.02
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Back filling behind abutment, wing wall & return wall with granular material complete including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
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-
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SANDY MATERIAL(Behind abutment & return wall)
253.21
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818.17
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Providing ,fitting, fixing strip seal expansion joints including cost & taxes etc.
55.82
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9225.97
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Providing , fitting, fixing tar papers including all cost, carriage etc complete
55.07
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14.47
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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm
336.82
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117.74
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ROAD PROPER(BT ROAD WITH PROVISSIO OF BM & SDBC)
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Clearing grass & removal of rubbish on both sides of the road to facilitate widening berms , disposal of stuff including all labours , T&P article as per specification for road & bridge work.
2700
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5.69
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Earth work in all kinds of soil with in 50mintial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm etc. complete.
3107.77
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132.52
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Construction of granular sub-base by providing close grade granular sub-base grading-III 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 (4th Revision)(A/R-2006 page-160 item No-39).
825.95
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1426.65
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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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Grade-II
260.1
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2235.68
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Grade-III
520.2
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2352.96
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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 Technical Specification Clause 502 of MORD
3468
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26.74
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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
3468
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12.1
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Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45
173.4
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8245.81
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Providin & laying Semi Dense Bituminous Concret with batch type 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 site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
86.7
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10537.11
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TOE WALL
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Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring & bracing removal of stumps and other deleterious material and disposal up to a lead of 50mtr, dressing of sides
142.5
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161.21
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Filling sand in foundation in trenches as per drawing and technical specification clause 305.3.9
38
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365.49
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M10 CC (1:3:6) in foundation & plinth using 4cm size hg metal including watering & curing etc
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Foundation
28.5
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3859.43
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In sub structure
217.5
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3962.57
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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
66.5
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138.98
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HUME PIPE
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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.
50.21
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161.21
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Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.
7.25
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365.49
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
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PCC M-15
2.81
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4170.78
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Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the engineer-in-charge.
2.62
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877.65
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Providing and laying reinforced cement concrete NP3 Double Row pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
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1000 mm dia Double row
35
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6365.63
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Plain/reinforced cement concrete in sub-structure complete as per drawings and MORD technical specification Clauses 800,1200 and as per direction of the Engineer in charge
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M-15
23.78
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4273.92
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Providing and laying pitching with stone boulders on slopes laid over prepared filter media as per drawing and MORD technical specifications Clause 1300 and as per direction of the Engineer in charge
14.76
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1673.15
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