Rural Development Department Tender
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Contact
Tender Id
2022_CERWI_118667_1Bid Award Id
ViewTender No
TenderOnline CC-14 of 2022Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge.
32079.24
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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.
22366.08
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Providing Construction of Granular sub-base Gr-III by providing well gdaded granite 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 and as per direction of Engineer in Charge.(Stone Screening)
1630.63
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Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
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WMM (Using Stone Screen Dust)
1346.27
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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.
14197.4
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Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 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.
14197.4
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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 viscosity 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.
9404.9
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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.
9404.9
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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 bitumen emulsion as specified in IRC SP-100-2014 (Cold mix technology) to require line, grade and level to serve as a wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a 3 wheel 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508.2 of MoRD & as per direction of the Engineer-in-Charge.
4792.5
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Providing, laying and rolling of Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using bitumen emulsion as specified in IRC SP-100-2014 (Cold mix technology) and stone chips of required size as per direction of the Engineer-in-Charge.
4792.5
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1653.76
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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 1501.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 1501.
838.67
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Construction of Cell filled 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 1501.
262.9
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Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.as per direction of the Engineer-in-Charge
507.71
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Filling in foundation trenches with approved quality of sand as per clause 1108, 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.
93.15
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Providing concrete for plain concrete of M-15 in open 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.
211.65
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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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600mm Dia. Hume Pipe
20
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1000mm Dia. Hume Pipe
10
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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
54.63
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Providing concrete for plain concrete of M-15 in Substructure 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.
349.21
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
13.8
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Providing concrete M-25 for plain/reinforced concrete in Foundation complete as per drawings and technical specification clause 800,1205.4,1205.5 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.
20.7
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Providing concrete M-25 for plain/reinforced concrete in Sub-Structure complete as per drawings and technical specification clause 800,1205.4,1205.5 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.
25.47
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Providing concrete M-25 for plain/reinforced concrete in Super-Structure complete as per drawings and technical specification clause 800,1205.4,1205.5 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.
20.7
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Supplying, fitting and placing TMT bar for in Foundation reinforcement complete as per drawings and technical specifications Clause 100 and 1202 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.
14.49
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Supplying, fitting and placing TMT bar for in Substructure reinforcement complete as per drawings and technical specifications Clause 100 and 1202 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.
18.87
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Supplying, fitting and placing TMT bar for in superstructure reinforcement complete as per drawings and technical specifications Clause 100 and 1202 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.
14.49
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
239
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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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge.
32.01
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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 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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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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i) 600mm Circular
18
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ii) 600mm equilateral triangle
10
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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5th Kilometer stone (Precast)
1
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Ordinary kilometer stone(Precast)
5
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200 mm Stone(Precast)
26
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Reinforced Cement Concrete M15 grade boundary pillars / local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification Clause 1704.
610
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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 1701 (upto 0.90 square meter size) and as per direction of the Engineer-in-charge.
8
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Providing and fixing of typical PMGSY Citizens 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 cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
4
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BRIDGE
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Earth work in over burden cutting in stoney earth with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & depth.
21270.62
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Providing and Laying Cutting edges of Mild Steel weighting 40 kg per meter for Well Foundation Complete as per Drawing & Technical Specifications and direction of the Engineer-in-Charge.
65.6
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Sinking of different dia. of Wells in all kinds of Soil/Soft rock/Hard rock as per approved Drawing & Technical Specifications and as per relevant Clauses of Section 1200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
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A) In all kinds of Soil upto 10mtr depth
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i) For 7.5m dia abutment wells
20
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ii) For 6.5m dia. pier wells
50
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b) Sinking in all kind of soil beyond 10m depth
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For 11 th Suceessive meter depth
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i) For 7.5m dia abutment wells
2
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ii) For 6.5m dia. pier wells
5
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For 12 th Suceessive meter depth
-
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i) For 7.5m dia abutment wells
2
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ii) For 6.5m dia. pier wells
5
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For 13 th Suceessive meter depth
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i) For 7.5m dia abutment wells
2
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ii) For 6.5m dia. pier wells
0.98
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For 14 th Suceessive meter depth
-
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i) For 7.5m dia abutment wells
2
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For 15 th Suceessive meter depth
-
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i) For 7.5m dia abutment wells
2
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For 16 th Suceessive meter depth
-
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i) For 7.5m dia abutment wells
2
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For 17 th Suceessive meter depth
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i) For 7.5m dia abutment wells
1.8
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c) In Soft rock
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i) For 7.5m dia abutment wells
3
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ii) For 6.5m dia. pier wells
7.5
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d) In Hard rock
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i) For 7.5m dia abutment wells
1.2
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ii) For 6.5m dia. pier wells
3
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P.C.C. M-15 grade + 10% extra cement for Bottom Plugging of abutment and pier wells as per approved Drawing & Technical Specifications and as per Section 1200 & 1700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
330.48
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P.C.C. M-15 grade for top Plugging of abutment and pier wells as per approved Drawing & Technical Specifications and as per Section 1200 & 1700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
61.81
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R.C.C. of M-25 of controlled quality having minimum cube strength of 250kg./sqcm. On 150mm. Cube at 28 days with clean hard crusher broken granite chips of 12mm. Size consistent with strength & cover of concrete of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21-1987 & IS-456-1987 including hoisting, lowering & laying concrete in layers to the required thickness not exceeding 15cm. in thick & compacting each layer by means of vibrator as per direction of the Eingineer-in-charge including watering & curring & steel shuttering & finishing the exposed surface smooth, providing grooves and beads where necessary with working of pumps & other T&P machinaries as may be required for the work including cost,conveyance, royalty,taxes etc., of all materials required for the work complete in all respect including cost of all labour excluding cost conveyance of MS/TS rods labour for straightening, cutting, bending, binding & tying the grills and placing in proper position as per specification & approved drawing.
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Well Curb
147.11
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WELL STEINING (At Cladding Portion)
391.81
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WELL CAP
307.52
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Abutment & Pier Shaft
341.54
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Retaining Wall / Wing Wall
12.9
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Railing & Post
382.6
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R.C.C. of M-20 of controlled quality having minimum cube strength of 200kg./sqcm. On 150mm. Cube at 28 days with clean hard crusher broken granite chips of 12mm. Size consistent with strength & cover of concrete of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21-1987 & IS-456-1987 including hoisting, lowering & laying concrete in layers to the required thickness not exceeding 15cm. in thick & compacting each layer by means of vibrator as per direction of the Eingineer-in-charge including watering & curring & steel shuttering & finishing the exposed surface smooth, providing grooves and beads where necessary with working of pumps & other T&P machinaries as may be required for the work including cost,conveyance, royalty,taxes etc., of all materials required for the work complete in all respect including cost of all labour excluding cost conveyance of MS/TS rods labour for straightening, cutting, bending, binding & tying the grills and placing in proper position as per specification & approved drawing.
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WELL STEINING (Above Cladding)
1391.21
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R.C.C. of M-30 of controlled quality having minimum cube strength of 300kg./sqcm. On 150mm. Cube at 28 days with clean hard crusher broken granite chips of 12mm. Size consistent with strength & cover of concrete of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21-1987 & IS-456-1987 including hoisting, lowering & laying concrete in layers to the required thickness not exceeding 15cm. in thick & compacting each layer by means of vibrator as per direction of the Eingineer-in-charge including watering & curring & steel shuttering & finishing the exposed surface smooth, providing grooves and beads where necessary with working of pumps & other T&P machinaries as may be required for the work including cost,conveyance, royalty,taxes etc., of all materials required for the work complete in all respect including cost of all labour excluding cost conveyance of MS/TS rods labour for straightening, cutting, bending, binding & tying the grills and placing in proper position as per specification & approved drawing.
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Abutment & Pier Cap
18.57
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DIRT Wall
13.56
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Superstructure
828.63
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Approach Slab
17.33
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Wearing Coat
107.61
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Supply of TMT bars confirming to grade Fe-500 cutting bending, binding, lapping, spalicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grils & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying in postion including cost & conveyance of tor steel & binding wires of 18 to 20 gauge (as to be approved by the Deptt.), labour charges for cutting, bending, binding of MS/ TS rod, T&P etc. required for the work complete in all respect as per specification and direction of Engineer-in- Charge.
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Sub-Structure
1246.57
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Super-Structure
1900.46
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Providing and laying of Filter media with stone crushed aggregates of 45 mm 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 surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.
46.62
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
64
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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.
217.06
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Back filling behind abutment, wing wall & return wall with granular materials etc. complete as per Drawing and Technical specification as per clause 1204.3.8 of MoRD & as per direction of the Engineer-in-Charge.
-
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Granular Material
490.64
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Sand Filling in wells complete as per drawing and technical specification as per MoRTH Sl No.12.21 and Specification 1207.
1571.34
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Construction of RCC Guide Posts of 250mm dia M15 grade cast-in-situ with 20mm nominal size aggregate,true to line and grade,tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and Technical Specification clause 1608.2.
300
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Labour charges for fitting and fixing expansion joint board with sealing the top with sealing compounds including cost of all materials.
-
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Expansion Joint
52.5
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Salitax Board
15.12
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Cement concrete (1:3:6) in foundation & plinth using with 4cm. size crusher broken hard granite 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 specification & direction of the Engineer-in Charge complete in all respects.
9.21
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Providing ,fitting, fixing neoprene bearing including cost & taxes etc.
537600
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Providing ,fitting, fixing C.I. grating to holes in deck slab including cost & taxes etc.
84
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Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods .
148
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Painting two coats with Weather coats with 1 Coat Primer of approved shade on old work including cost of paint.
2350.45
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Routine Maintenance (Including all Taxes and Duties)
-
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Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
-
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For 1st Year
6.39
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For 2nd Year
6.39
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For 3rd Year
6.39
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For 4th Year
6.39
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For 5th Year
6.39
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