Rural Development Department Tender
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Costs
EMD
₹ 7,20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for construction and maintenance of rural roads -PWD road (Pangatira) to Asanabahali (Jangu) road
Description
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Contact
Tender Id
2019_CERWI_73757_1Bid Award Id
ViewTender No
PMGSY Online-AGL-13/2018-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers,trimmimg bottom and side slopes in accordance with requirements of lines,grades and cross sections and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000m as per technical specification clause 302.3
1783.15
62178
34.87
Construction of emabnkment with approved materials obtained from borrow pit with a lift upto 1.5m transporting to site, spreading,grading to required slope and compacting to meet requirement of tables300.1 and 300.2 with a lead upto 1000m & as per theTechnical specification caluse 301.5 including royality ect.complete as per the direction of the Engineer-in-charge.
24488.46
3930887
160.52
Re-working of scarified bituminous surface suitably after supplementing base materials with sand and compacting finished surface as per Technical Specifications and as per Clause - 501.8.3.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
18876
230475
12.21
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead as per Technical Specification Clause 202 of MoRD by manual means & as per direction of the Engineer-in-Charge.
-
-
-
Reinforced cement concrete
1.5
1658
1105.5
Above 600 mm to 900 mm dia Hume pipe
6
1432
238.8
Construction of Gravel/Soil Aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm 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 in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008.
3143.98
1690643
537.74
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade & camber, applying & brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density as per 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.
-
-
-
WBM Gr-II
969.62
2343096
2416.51
WBM Gr-III
1819.04
4539377
2495.48
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD for low porosity surface including cost, lead, lift royality and taxes of all materials required for the work etc. complete and as directed by the Engineer -in- charge.
39306.24
978332
24.89
Providing and applying tack coat with Bitumen emulsion 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 including cost, lead, lift royality and taxes of all materials required for the work etc. complete and as directed by the Engineer -in- charge.
39306.24
337640
8.59
Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN static Roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 & as per direction of the Engineer-in-Charge.
39306.24
5755219
146.42
Providing and laying Seal Coat and sealing the voids in a bituminous surface laid to specified levels,grade and cross fall using Type C as per Technical Specification Clause 510 & as per direction of the Engineer-in-Charge.
39306.24
1943693
49.45
Earthwork in excavation for foundation of structures in ordinary soil up to 3 m depth as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.etc. complete as directed by the Engineer -in- charge.
1057.26
115727
109.46
Construction of Panelled cement concrete pavement(0.75x0.75m), 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.
639.85
3533091
5521.75
Providing concrete for plain cement concrete in open foundation P.C.C. grade M-15 Nominal mix (1:2.5:5) complete as per drawings and technical specification clause 802, 804, 805, 806, 807, 1202 & 1203 of MORD including cost, conveyance,royality and taxes of all materials required for the work etc. complete and as per the direction of the Engineer-in-charge.
605.6
2748194
4537.97
Providing and laying cement concrete in open foundation P.C.C. grade M-20 nomilal mix (1;2;4;) complete as per drawings and technical specification clause 802, 804, 805, 806, 807, 1202 & 1203 of MoRD including cost, conveyancy,royality and taxes of all materials required for the work etc. complete and as per the direction of the Engineer-in-charge.
323.87
1552221
4792.73
Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 of MoRD as per direction of the Engineer-in-Charge.
6.9
45893
6651.23
Providing and laying cement concrete wearing course M30 grade without reinforcement complete as per drawing and technical specifications Clause 800 and 1206.3
2.52
14595
5792.06
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
12.86
80166
6233.79
Providing and laying reinforcement cement concrete pipe NP 3 for culverts on first class prepared bedding fixing collar with cement mortar 1:2 but exculding excavation ,protection works ,backfilling concrete and masonry works in head walls and parapets clause 1106 of MORD including cost,conveyance and taxes of all materials required for the work etc. complete and as per the direction of the Engineer-in-charge.
-
-
-
1000mm dia H.P.
30
179599
5986.66
Reinforced cement concrete M15 grade Kilomitre stone of Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete as directed by the Engineer -in- charge.
-
-
-
i) 5 kilometer stone(Precast)
2
6087
3043.9
ii) Ordinary kilometer stone(Precast)
11
20618
1874.41
iii) 200 mm Stone(Precast)
47
24413
519.44
iv) Boundary stone / Guard stone
481
236454
491.59
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 of MoRD etc. complete as directed by the Engineer -incharge.
2
19626
9813.1
Providing and fixing of typical PMGSY Citizen information board as per MORD specification and drawing .Three MS plates of 50X 5mm thick back plate duly welded with 75mm dia steel tubes on edges as per drawings.The lower & upper plate will be welded with M.S. flat iron frame of 50mm x5mm.The steel tubes duly embedded in cement concrete M-15 grade blocks of 600mm x600mm x750mm below ground level.All M.S. will be stone enameled on both sides .Lettering and printing arrows, border etc. will be 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 annexcure 1700 i and as per direction of Engineer-in-charge.
3
40905
13635.24
Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701.
5
9060
1812.07
For 900 mm Equolateral Triangle
10
21545
2154.59
For 600 mm Circular
12
18993
1582.83
For 600 mm x 450 mm Rectangular
8
12604
1575.57
Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
270
38475
142.5
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
31.05
45829
1476
Back filling in foundation and trenches as per drawing and technical specification as per clause 1108 of MoRD as per direction of the Engineer-in-Charge.
75.14
68125
906.65
Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
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-
-
1 st year
11.7
717023
61284.09
2 nd year
11.7
973074
83168.8
3 rd year
11.7
1018682
87066.92
4 th year
11.7
1090774
93228.55
5 th year
11.7
1305620
111591.5
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