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
2021_CERWI_73344_17Bid Award Id
ViewTender No
Tender Online CC-28 of 2021Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Hume pipes above 600mm to 900mm dia
5
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Stone/Brick/Tile work in Cement Mortar
18.56
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Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
1141.66
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Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.
17824.85
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Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
411.63
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Construction of sub-base using Soil Aggregrate by providing well graded material of nominal maximum size grading 20mm as per Table 2.3 of IRC SP-77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2,3.6 and 3.7 of IRC SP-77-2008 and as per direction of the Engineer-in-Charge.
6357.9
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Providing, laying, spreading of moorum in shoulder of Cement Concrete pavement and consolidation with watering to required thickness with cost, conveyance, royality, labour charge, T & P etc as required for the work complete in all respect as per direction of Engineer in charge.
362.34
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,requisite type of screening/ binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost, conveyance, royalty of material, labour charges, T&P etc. complete as per Technical Specification Clause 404 of MoRTH specification for road & bridge works (4th revision) by manual means and as per direction of the Engineer-in-Charge.
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i) Grading No.-2 with stone screened dust
1959.18
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ii) Grading No.-3 with stone screened dust
1807.49
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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 0.60 kg/sqm using mechanical means for low porosity surface including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 502 of MoRT&H specification and direction of Engineer in Charge.
24099.86
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Providing and applying tack coat with Bitumen emulsion (RS -1) at the rate of 0.30 kg per sqm using emulsion pressure distributor on the prepared granular surfaces treated with primer using mechanical means including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 503 of MoRT&H specification and direction of Engineer in Charge.
24099.86
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 grade of bitumen @ 1.46 Kg/Sqm 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 three wheel 80-100 kN static roller capacity, finished to required level and grades by manual means with cost, conveyance, royality of all materials, labour charges, T&P etc, required for the work complete as per specification and direction of Engineer in Charge.
24099.86
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Providing and laying 6mm thick precoated seal coat (Type -B) using 0.06 cum of 6.7 mm size chips as per sieve analysis & 6.8 Kg of bitumen per 10 Sqm, including hire & running charges of PRR, hot mix plant, tar boiler & all other T&P articles with cost, conveyance, royality of all materials, labour charges etc required for the work complete by manual means as per specification and direction of Engineer in Charge.
24099.86
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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 as per Clause 1501.2.2 M30 (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 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification as per clause 1501 of MoRD and direction of Engineer in Charge.
755.31
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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 the direction of the Engineer-in-charge.
19089
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Cement concrete (1:3:6) in foundation & plinth with 4cm. size black hard granite crusher broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
164.15
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Providing plain cement concrete M-15 with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry consistent with strength & cover of concrete & laying in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required with cost conveyance, royality of all materials complete in all respect as per specification & direction of the Engineer-in-Charge.
-
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In Foundation
210.14
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In Substructure
580.68
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R.C.C of design mix of M20 grade having specified characteristics compressive srength/target mean strength of 200kg/ cm² in design mix with minimum quantity of cement as specified in IRC code of 150mm cubes at 28 days curing after mixing and tests conducted in accordance with relavent clause of IS 456/ IS 516/ IRC 216/1987 / IRC 78/1983 using crusher brocken chips of 20mm and down graded size and proportion as specified in clause 302,62 of IRC 21/1987 & IS 10262 and subject to mix design in conforming with the grading & proportion as specified including hoisting, lowering and laying concrete in layers not exceeding 15cm thick compacting with vibrators watering and curing for 28 days including centering & shuttering etc complete with cost,conveyance ,royalty of materials ,labour charges ,T & P etc required for the work complete as per specification and direction of Engineer -in charge but excluding cost, conveyance of tor steel & binding wire labour charges for straightening, cutting, bending, binding, welding & tying the grills lapping splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works.
-
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In Foundation
13.75
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Providing & laying filter media in the rear of abutment & wing walls using 45mm. to 63mm size clean hard granaite crusher broken metal of approved quality from approved quarry with smaller size towards soil & bigger size towards wall & providing over the entire surface behind the abutment, wing wall, return wall to the full height complete to firm condition complete as per drawing and technical specification clause 2504 of MORTH & direction of the Engineer-in-Charge including cost, conveyance, royality of all materials,labour charges, T&P articles required for the work etc. complete.
40.68
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R.C.C. of M-30 in wearing coat as per IRC specification having minimum cube strtength of 300Kg/per Sqcm.on 150mm.cube at 28 days using minimum quantity of cement as per clause 303.5of IRC - 21- 1987 & 1S - 456 - 2000 with clean crusher broken 20mm. size down graded hard granite chips of approved quality from approved quarry including lowering hoisting & laying concrete not exceeding 150mm. thick as per the direction of the Engineer-in-Charge to the required level with proper compaction of each layer of the concrete by means of vibrator providing side steel shuttering, watering, finishing the exposed surface smooth providing grooves & beads where necessary including supplying T&P article & all other machinery required including cost, conveyance, royality of all materials required for the work with all leads & lifts required etc. complete in all respects excluding cost, carriage of Steel & labour charges for straightening, cutting, bending, binding & tying the grills. etc complete as per Engineer in charge.
4.22
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White washing two coats with shell lime on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications and as per direction of the Engineer-in-Charge.
100
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Painting two coats of water proof cement paint/ synthetic enamel paint/ weather coat of approved colour, shade and quality to exterior plaster surface walls over a coat of primer of approved quality in all floors and all heights including preparing the surface, watering and curing with cost, conveyance, royalties of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.
50
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Gravel backing to revetments & slopes of road embankment with good latrite moorum conveying from stacks stacked at work site or at approved stacking yard with cost, conveyance, royalty of all materials and cost of all labour T&P required for the work complete in all respects as directed by the Engineer in Charge.
8.15
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RCC work M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250Kg / Sqm in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect but excluding cost and conveyance of Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of steel tying the grills and placing in proper position as per direction of the Engineer in charge.
-
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In Foundation
27
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In Substructure
27.17
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In Super structure
64.89
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Supply of HYSD bars confirming to grade Fe - 500 cutting bending, binding, lapping, splicing, welding etc. (conforming to IS 1786/1985 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 in position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire,laping shall not be considered for payment at all which will be borne by the contractor ) standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987 as per direction of the Engineer in charge.
15.22
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Providing weepholes in brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipes, extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per specification and direction of Engineer in Charge.
241.8
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Supplying and laying R.C.C. Hume pipes of NP3 class(confirming to relevant IS specification) for culverts including fixing collar with cement mortar 1:3 including cost, conveyance royality, labour, T&P,all other materials required for the work etc.complete as per direction of Engineer-in-charge.
-
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300 mm dia
40
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600 mm dia
22.5
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1000 mm dia
90
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Rough stone dry packing in aprons & revetments with hard granite stone of 30cm.size & above having individual weight not less than 40kg. of approved quality from approved quarry including cost, conveyance, royality of all materials, cost of all labour including filling the interstics with small key stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge.
71.84
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain & foundation of other structures with all lead & lift by mechanical means graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & MORD clause 301.5 as directed by Engineer in charge.
799.16
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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 of MORD Specification for Rural roads including cost,conveyance,royalty, labour and T&P required for the work as per direction of the Engineer-in-Charge.
-
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i) 600mm equilateral triangle
16
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ii) 600mm dia circular
10
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Providing & fixing guard stones of M-15 grade guard /boundary stone /local stone of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 and as per direction of Engineer-in-Charge.
100
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Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.
-
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(i) 200 M Stone (Precast)
30
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(ii) Ordinary kilometer stone (Precast)
8
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(iii) 5 kilometer stone (Precast)
1
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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 1.6 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, labour and T&P required for the work and as per direction of Engineer-in-charge.
2
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Maintenance
-
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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 materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
-
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1st Year
165.47
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2nd Year
198.57
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3rd Year
231.66
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4th Year
264.76
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5th Year
297.85
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Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
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1st Year
2152.91
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2nd Year
2583.5
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3rd Year
3014.08
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4th Year
3444.66
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5th Year
3875.24
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Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
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1st Year
2152.91
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2nd Year
2583.5
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3rd Year
3014.08
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4th Year
3444.66
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5th Year
3875.24
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Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
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1st Year
143.53
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2nd Year
287.06
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3rd Year
430.58
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4th Year
574.11
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5th Year
717.64
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Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.
-
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-
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1st Year
12
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-
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2nd Year
12
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-
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3rd Year
12
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-
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4th Year
12
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-
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5th Year
12
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-
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Maintenance of Road Signs by way of cleaning and repainting of mandatory. Regulatory/ cautionary/ informatory and place identification sign board as per clause 1910 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
7.48
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-
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2nd Year
7.48
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-
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3rd Year
7.48
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-
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4th Year
7.48
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-
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5th Year
7.48
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-
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Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
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1st Year
7.48
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-
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2nd Year
7.48
-
-
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3rd Year
7.48
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-
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4th Year
7.48
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-
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5th Year
7.48
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-
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Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
225
-
-
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2nd Year
225
-
-
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3rd Year
225
-
-
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4th Year
225
-
-
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5th Year
225
-
-
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Cutting of shrubs from roadway or with in R.O.W. and disposal of shrubs to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
299
-
-
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2nd Year
299
-
-
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3rd Year
299
-
-
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4th Year
299
-
-
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5th Year
299
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-
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Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
2019.6
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-
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2nd Year
2019.6
-
-
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3rd Year
2019.6
-
-
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4th Year
2019.6
-
-
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5th Year
2019.6
-
-
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White washing two coats on parapet walls of CD works and tree trunks including preparation of surface by cleaning scraping etc as per clause 1915 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
10
-
-
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2nd Year
10
-
-
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3rd Year
10
-
-
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4th Year
10
-
-
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5th Year
10
-
-
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Maintenance and repair of RCC railing to bring it to the original shape cleaning and repairing as per drawing and technical specification clause 1911 and as per direction of Engineer-in-Charge.
-
-
-
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1st Year
3
-
-
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2nd Year
3
-
-
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3rd Year
3
-
-
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4th Year
3
-
-
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5th Year
3
-
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