Rural Development Department Tender
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Costs
EMD
₹ 7,04,880Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of road
Description
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Contact
Tender Id
2019_CERWI_75666_4Bid Award Id
ViewTender No
PMGSY Online NCB No.262Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Above 600 mm to 900 mm dia Hume pipe
5
1194
238.8
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Scarifying existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift of 3m and lead upto 1000m as per Technical Specification clause 301.4 of MORD etc. complete as per the direction of the Engineer-in-charge.
16770
113868
6.79
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Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5 etc. complete as per the direction of the Engineer-in-charge.
1176.35
75039
63.79
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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 & as per direction of the Engineer-in-Charge.(By mechanical Means.) etc. complete as per the direction of the Engineer-in-charge.
15744.64
2715478
172.47
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Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embanckment counstruction as per technical Specification Clause 301.4.1 etc. complete as per the direction of the Engineer-in-charge.
2515.5
30940
12.3
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 etc. complete as per the direction of the Engineer-in-charge.
1068.45
821755
769.11
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WBM Grading II ( With Crushable Materials as interstics filling)
332.13
788423
2373.84
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WBM Grading III ( With Crushable Materials as interstics filling)
1668.49
4083562
2447.46
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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 and sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502 etc. complete as per the direction of the Engineer-in-charge.
21198.41
882489
41.63
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Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.
-
-
-
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Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503 etc. complete as per the direction of the Engineer-in-charge.
21198.41
297201
14.02
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Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion 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 etc. complete as per the direction of the Engineer-in-charge.
21198.41
3406372
160.69
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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 etc. complete as per the direction of the Engineer-in-charge.
21198.41
1190502
56.16
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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.
13161.61
234539
17.82
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Construction of un-reinforced, plain cement panelled (0.75m x 0.75m) concrete pavement of 100mm,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction 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, water finishing to lines and grade as per drawing and Technical Specification Clause 1501.panels are to be made by cutting grooves of 3 to 5 mm thick and 25 to 30 mm deep in CC Slab. The grooves are to be filled with VG-30 Bitumen with a spray of fine sand at top etc. complete as per the direction of the Engineer-in-charge.
757.88
4345873
5734.25
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 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 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 etc. complete as per the direction of the Engineer-in-charge.
816.75
4558134
5580.82
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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 etc. complete as per the direction of the Engineer-in-charge.
2898.7
788649
272.07
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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9 etc. complete as per the direction of the Engineer-in-charge.
627.45
866790
1381.45
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Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 etc. complete as per the direction of the Engineer-in-charge.
22.5
14507
644.79
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Construction of Gravel/Soil aggregates Base/Surface by providing well graded material of nominal maximum size grading 5mm 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
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-
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Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 etc. complete as per the direction of the Engineer-in-charge.
114.66
561480
4896.92
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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 etc. complete as per the direction of the Engineer-in-charge.
636.39
3012212
4733.28
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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
282.13
1410455
4999.31
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 (PCC M-20 Nominal Mix (1:2:4)) etc. complete as per the direction of the Engineer-in-charge.
18.9
100820
5334.41
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Providing concrete for plain/reinforced concrete of RCC M-20 in open superstructure complete as per drawings and technical specification clause 800,1205.4,1205.5 etc. complete as per the direction of the Engineer-in-charge.
1.79
10140
5665.36
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Providing concrete for plain/reinforced concrete in open superstructure complete as per drawings and technical specification clause 800,1205.4,1205.5 RCC Grade M30 in as per drawing & technical specification etc. complete as per the direction of the Engineer-in-charge.
40.56
288323
7108.57
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Providing concrete M25 for reinforced concrete in substructure upto 5m height complete as per drawings and technical specification clause 802,804,805,806,807,1202,1204 etc. complete as per the direction of the Engineer-in-charge.
1.68
10669
6350.92
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Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 and 1206.3 etc. complete as per the direction of the Engineer-in-charge.
1.08
11989
11101.13
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work in head wall and parapet Clause 1106 etc. complete as per the direction of the Engineer-in-charge.
-
-
-
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600 mm dia S/R
45
120836
2685.25
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600 mm dia D/R
45
120836
2685.25
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1000 mm dia S/R
7.5
45582
6077.68
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1000 mm dia D/R
7.5
91490
12198.68
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Supplying, fitting and placing HYSD bar reinforcement(Fe415) in sub-structure complete as per drawings and technical specifications Clause 1002,1005,1010, and 1202 etc. complete as per the direction of the Engineer-in-charge.
-
-
-
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Sub Structure
31.36
203056
6475.01
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Super Structure
36.56
240787
6586.1
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Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1,no fragment weighing not less than 25kg laid dry complete as per drawing and Technical Specification clause1301. etc. complete as per the direction of the Engineer-in-charge.
78.88
148026
1876.6
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Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clause 614,709,1204.3.7 etc. complete as per the direction of the Engineer-in-charge.
215
41140
191.35
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Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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 etc. complete as per the direction of the Engineer-in-charge.
1
7320
7320.18
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Providing and fixing of PMGSY board with logo at every 2km as per MORD specification etc. complete as per the direction of the Engineer-in-charge.
6
9346
1557.78
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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 etc. complete as per the direction of the Engineer-in-charge.
-
-
-
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For 900 mm Equolateral Triangle
12
19918
1659.88
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For 600 mm Circular
10
16238
1623.81
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For 600 mm x 450 mm Rectangular
10
16168
1616.81
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Reinforced Cement Concrete M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical specification Clause 1703 etc. complete as per the direction of the Engineer-in-charge.
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-
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5th Kilometer stone (Precast)
2
6441
3220.58
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Ordinary Kilometer stone (Precast)
6
11837
1972.86
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200m stone (Precast)
36
19499
541.66
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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 etc. complete as per the direction of the Engineer-in-charge.
320
221203
691.26
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Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. 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 and as per direction of Engineer-in charge.
2
29880
14940.23
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Maintenance Board
1
14940
14940.23
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Routine Maintenance (For Road Works) after completion of construction works (Lump-sum Amount for each year Per Km)
-
-
-
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1st Year
8.76
435626
49729.07
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2nd Year
8.76
583429
66601.54
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3rd Year
8.76
682642
77927.18
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4th Year
8.76
718396
82008.78
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5th Year
8.76
794457
90691.48
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