Rural Development Department Tender
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Costs
EMD
₹ 3,75,140Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_75666_3Bid 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
... More
RR stone masnary
14.4
3664
254.45
... More
Above 600 mm to 900 mm dia Hume pipe
40
9552
238.8
... More
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.
8964
60865
6.79
... More
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.
3735
1016181
272.07
... More
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 claus etc.complete as per the direction of the Engineer-in-Charge.
2107.12
59947
28.45
... More
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.etc.complete as per the direction of the Engineer-in-Charge.
9157.78
1541529
168.33
... More
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.
11250
209587
18.63
... More
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.
2241
27564
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.
964.26
663613
688.21
... More
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. etc.complete as per the direction of the Engineer-in-Charge.
-
-
-
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WBM Grading II ( With Crushable Materials as interstics filling)
413.26
938839
2271.79
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WBM Grading III ( With Crushable Materials as interstics filling)
1421.71
3334478
2345.4
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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.
18956.07
667822
35.23
... More
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.
18956.07
232780
12.28
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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 (S-65) penetration grade bitumen with addition of process waste plastic of above 8% by weight of 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 80-100KN 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.
18956.07
2546368
134.33
... More
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.
18956.07
961262
50.71
... More
Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9
77.88
76529
982.66
... More
Providing M-15 Grade concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
62.73
279531
4456.1
... More
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.
495.88
2642579
5329.07
... More
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.
2
14361
7180.74
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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 600 mm Equolateral Triangle
4
6396
1599.04
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For 900 mm Equolateral Triangle
12
19188
1599.04
... More
For 600 mm Circular
8
12503
1562.97
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For 600 mm x 450 mm Rectangular
4
6223
1555.97
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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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5th Kilometer stone (Precast)
1
3052
3052.96
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Ordinary Kilometer stone (Precast)
6
11143
1857.29
... More
200m stone (Precast)
22
11483
521.96
... More
Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
0.36
1918
5329.07
... More
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.
62
39004
629.11
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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
29181
14590.93
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Providing PCC M-20 concrete for plain/reinforced concrete 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.
5.18
24292
4689.67
... More
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.
479.25
130389
272.07
... More
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.
85.65
381664
4456.1
... More
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 etc.complete as per the direction of the Engineer-in-Charge.
12.12
8492
700.73
... More
Providing and laying reinforced cement concrete pipe 600mm dia 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.
45
117540
2612.01
... More
Providing and laying reinforced cement concrete pipe 900mm dia 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.
15
88926
5928.46
... More
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.
214.14
925973
4324.15
... More
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.
15.88
25556
1609.33
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specification clause 1302.
39
62763
1609.33
... More
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 specificaion clause. etc.complete as per the direction of the Engineer-in-Charge.
65
12389
190.6
... More
Gravel backing below approns & rivetment as per technical specification clause. etc.complete as per the direction of the Engineer-in-Charge.
19.5
13569
695.89
... More
Cutting, bending, binding and tying the grills and placing in position including cost of bindingwires and HYSD reinforcing bars .
2.1
13674
6511.84
... More
Routine Maintenance (For Road Works) after completion of construction works (Lump-sum Amount for each year Per Km)
-
-
-
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1st Year
6.2
133277
21496.32
... More
2nd Year
6.2
187403
30226.29
... More
3rd Year
6.2
336259
54235.44
... More
4th Year
6.2
379386
61191.39
... More
5th Year
6.2
400994
64676.6
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