Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date3 Aug 2021
Closing Date23 Aug 2021
Tender Amount₹ 5,75,35,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road And Cd Works Including Maintenance Of 05 Years Under Pmgsy-iii Bach-ii Or16334 Mrl47-block Boundry Garam To Barbodia Right Canal Embankment.
Description
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Contact
Tender Id
2021_CERWI_111991_3Bid Award Id
ViewTender No
Tender Online RCK-14/21Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
25320
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26.12
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Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 of MORD and as per direction of Engineer-in-Charge.
-
-
-
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a) Stone/brick masonry (Head wall)
82.97
-
274.78
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b) Stone/brick masonry (Head wall)
6.93
-
424.35
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c) 600 mm to 900 mm dia Hume pipe
15
-
262.59
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Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
4535.34
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28.61
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Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification clause 301.5 of MORD and as per direction of Engineer-in-Charge.
By Mechanical means within 5km lead
20143.76
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171.4
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Fine dressing and turfing including transportation of turfs 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. as per Technical Specification of MORD and as per direction of Engineer-in-Charge.
22142.78
-
18.52
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
5199.04
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35.06
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Providing Construction of granular sub-base Gr-II by providing well graded material, spereading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification clause 401 of MORD for Rural roads and as per direction of Engineer-in-Charge. etc. complete including cost, conveyance and royality of all materials to site as per specification and direction of Engineer in Charge.
3816.94
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1556.54
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Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on well prepared surface hand packing into uniform thickness, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening and compacting with vibratory roller to achieve the desired density as per Clause 406 complete as per Technical Specification for Rural roads including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.
7345.12
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2223.57
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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 & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
37315.09
-
35.02
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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 & as per direction of Engineer-in-Charge.
37315.09
-
11.89
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Providing and laying Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 grade of Bitumen, transported to site, laid over a previously prepared surface with a hydroustatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 504 for Roads and as per direction of Engineer-in charge.
1865.75
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6142.23
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen Emulsion(Cold Mix) @ 21.5 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.2 of MoRD and as per direction of Engineer-in-Charge(Cold Mix Bitumen)
37315.09
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167.33
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with bitumen Emulsion SS-1 laid by manual means and as per direction of Engineer-in-Charge. (COLD MIX).
37315.09
-
59.13
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Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials and as per direction of Engineer-in-Charge.
470.14
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299.17
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Filling in Foundation Trenches with sand as per drawing and MoRD technical specification Clause 1108 and 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.
150.27
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483.49
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Providing concrete for plain concrete of M-15 in foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
72.45
-
4252.96
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Providing concrete for plain concrete of M-10 (1:3:6) bellow foundations complete as per drawings and technical specification including cost, conveyance, royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
12.46
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4394.78
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Plain cement concrete (nominal mix 1:2.5:5) M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
244.86
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4491.29
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Providing and laying reinforced cement concrete of M25 in Sub-structure using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete as per drawings and technical specification Clause 800 & 1200 of MoRD and as per the direction of the Engineer-in-charge
27.59
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6294.13
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Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 of MoRD and as per the direction of the Engineer-in-Charge.
2.43
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12341.99
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Supplying, fitting and placing HYSD bars conforming to grade S-415 cutting, bending, binding, lapping, splicing, welding ect. (conforming ti ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per approved designed, lowering, laying into position including all cost, conveyance of steel & binding wire etc. complete as per technical specifications Clauses 1000 and 1202 and as per the direction of the Engineer-in-Charge.
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-
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b) Sub-structure
2.16
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7583.88
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c) Superstructure
44.8
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7703.44
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Providing and laying pitching on slopes/ boulder apron for bed protection, laid over prepared filter media using 30cm and above size black hard granite stone boulder of approved quality from approved quarry as per drawing and technical specification clause 1302 including cost of all materials ,labour,T&P required for the work etc.complete as per specification and direction of the Engineer-in -Charge.
21.9
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1665.24
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 and as per the direction of the Engineer-in-Charge.
79.64
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2085.73
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Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.
-
-
-
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300 mm dia Hume Pipe in Single Row
127.5
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1326.06
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600 mm dia Hume Pipe in Single Row
27.5
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2854.53
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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 and technical specification Clause 614,709 &1204.3.7 of MoRD and as per direction of the Engineer-in-Charge.
108
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173.19
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PProviding and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications including cost convyance taxes of all materials, cost of all labours, T & P required for the work etc.complete and as per direction of the Engineer -in- charge.
42
-
256.84
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads for centreline marking complete as per drawing and technical specifications and as per the direction of the Engineer-in-Charge.
-
-
-
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Paint at Edge
2025.6
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307.93
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Paint at Centre
222.82
-
307.93
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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, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.
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-
-
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900 mm Equolateral Triangle
16
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4449.3
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600mm Circular
8
-
3733.31
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800 x 600mm Rectangular
8
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5437.04
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Providing and erecting direction and place identifications of semi reflective sign boards of size upto 0.90 Sqm. as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MORD technical Specification Clause 300,800,1700 as per direction of the Engineer in charge (Inter mediate Board)
8
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1791.55
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Providing and fixing of typical PMGSY 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 of MORD Specification for Rural roads including cost,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
2
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10150.43
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Providing and fixing of typical PMGSY CITIZEN INFORMATION 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 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
4
-
16625.45
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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
-
3142.23
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b) Ordinary Kilometer Stone (precast)
6
-
1897.18
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c) 200 meter Meter Stone (precast)
27
-
551.88
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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 and as per direction of Engineer-in-Charge.
68
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866.9
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TOTAL PART-I
1
-
1
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Routine Maintenance after completion of construction works (Inclusive of all taxes)
-
-
-
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For 1st Year
6.75
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99483.75
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For 2nd Year
6.75
-
119380.5
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For 3rd Year
6.75
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139277.25
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For 4th Year
6.75
-
159174
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For 5th Year
6.75
-
179070.75
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TOTAL PART-II
1
-
1
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