Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date3 Aug 2021
Closing Date23 Aug 2021
Tender Amount₹ 3,32,95,000
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 Or 16 312 Mrl58-sh-9a To Tarando Via Baulavihar Kharibad
Description
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Contact
Tender Id
2021_CERWI_111991_1Bid 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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a) Stone/brick masonry
203.78
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274.78
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b) Stone/brick masonry
7.93
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424.35
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c) 600 mm to 900 mm dia Hume pipe
84.94
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262.59
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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
10123.52
-
163.17
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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).
705.07
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28.61
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providing granular sub-base with Grading-III granite stone material as per table 400.1-A, 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 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.
2921.04
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1520.45
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Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required density as per Technical Specification Clause 405 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.
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-
-
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WBM Grade- II (With stone screened dust)
1201.34
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2549.31
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WBM Grade- III (With stone screened dust)
1462.9
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2589.49
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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.
12502.91
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34.99
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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.
12502.91
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11.88
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Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm - 5.6mm aggregate using VG-30 viscocity grade bitumen 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 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of Type-B as per clause 508 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work by Mechanical means and as per direction of Engineer-in charge.
12502.91
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168.22
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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-B as per clause 510 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work with VG-30 grade bitumen laid by mechanical means and as per direction of Engineer in charge.
12502.91
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59.54
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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 25mm 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 form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501and as per direction of Engineer-in-Charge.
558
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5347.98
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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.
972.44
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299.17
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Providing and constructing well compacted drainage layer above the subgrade with approved quality of dust free, washed coarse to medium sands having permeability of 10-2 to 10-4 cm/sec transported from borrow pits with all carriage expeneditures including construction aggregate filter as per the specification. 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.
33.54
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630.66
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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.
131.56
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4258.97
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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.
833.43
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4497.64
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Providing Concrete for reinforced cement concrete of M25 in Superstructure complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
41.09
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6269.97
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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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a) Retaining wall Base, Abutments Piers
138.95
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7631.91
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b) Deck Slab , Cap & Dirt wall
70.77
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7758.45
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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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-
-
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600 mm dia Hume Pipe in Single Row
120
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2711
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600 mm dia Hume Pipe in Doble Row
40
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5422.08
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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.
18.52
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548.77
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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.
361
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173.38
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Providing and laying 80mm thick factor made cement concrete interlocking paver block of M30 grade made by block making machine with strong Vibratory compaction, of approved size,design & shape,laid in required colur and pattern over and including labour, carriage, T & P etc.all complete as per MORD specification for Rural roads and as per direction of Engineer-in- charge.
4425
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739.03
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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.
146.29
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2077.07
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications and as per the direction of the Engineer-in-Charge.
47.4
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256.84
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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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600mm Circular
14
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1522.35
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600 mm Equolateral Triangle
28
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1469.18
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 Technical Specification Clause 1701complete as per clause 810 of MORD and as per direction of Engineer-in-Charge.
10
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1792.31
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Supplying, fitting & fixing of Road Sign Board made out 3mm thick (ACP) Aluminium Composite Panel Sheet duly coated one side loaded with preesure sensitive encapsulated lens type high intensive grade rector reflective sheeting complete as per MORTH technical specification clause 8013 & IRC 67/2001 with Angle Iron frame 35mm x 35mm x 6mm fixed with single or double Angle Iron post as per Specification including application of 2 coats of Enamel Paint of approved quality in form of checks of Yellow and Black over the posts, fixed with M-15 Grade cement concrete base 150mm x 600mm size of each post as per approved drawing including cost, conveyance, Royalty of all materials T&P etc. complete as per specification and direction of Engineer - in - Charge.
4
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4213.46
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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.
1
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10151.94
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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.
2
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16628.69
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Providing and fixing of typical PMGSY Maintenance Information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm 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 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.
1
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16628.69
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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
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3146.49
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b) Ordinary Kilometer Stone (precast)
6
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1899.79
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c) 200 meter Meter Stone (precast)
26
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553.16
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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.
43
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868.74
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TOTAL PART-I
1
-
1
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Routine Maintenance after completion of construction works
-
-
-
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For 1st Year
5.13
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75148.76
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For 2nd Year
5.13
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90178.51
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For 3rd Year
5.13
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105208.26
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For 4th Year
5.13
-
120238.01
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For 5th Year
5.13
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135267.76
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TOTAL PART-II
1
-
1
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