Rural Development Department Tender
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Costs
EMD
₹ 5,66,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_71137_1Bid Award Id
ViewTender No
PMGSY Online NCB No.241Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Damaged Rigid Pavment
18
19648
1091.56
... More
RR stone masnary
90
22900
254.45
... More
Above 600 mm to 900 mm dia Hume pipe
72
17193
238.8
... More
Above 900 mm dia Hume pipe
140
21653
154.67
... 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.
324.92
9243
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.
23024.29
4062405
176.44
... 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.
16748
312015
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.
3018.06
37122
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.
3537.2
2489587
703.83
... 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)
1288.48
2861868
2221.12
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WBM Grading III ( With Crushable Materials as interstics filling)
1288.48
2956726
2294.74
... More
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.
17224.77
510369
29.63
... 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 etc.complete as per the direction of the Engineer-in-Charge.
17224.77
177415
10.3
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen Emulsion(Cold Mix) @ 21.5 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.2 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat) etc.complete as per the direction of the Engineer-in-Charge.
17224.77
2915120
169.24
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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 C as per Technical Specification Clause 510 of MORD with bitumen Emulsion MS-1 laid by manual means and as per direction of Engineer-in-Charge.
17224.77
1071380
62.2
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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.
272.25
1460411
5364.23
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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.
2
14409
7204.95
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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
16
26417
1651.11
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For 600 mm Circular
11
17765
1615.04
... More
For 600 mm x 450 mm Rectangular
6
9648
1608.04
... More
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
3056
3056.09
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Ordinary Kilometer stone (Precast)
6
11162
1860.4
... More
200m stone (Precast)
21
10920
520.04
... More
Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)
0.3
1609
5364.23
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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.
85
46564
547.82
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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
29299
14649.96
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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.
52.13
246273
4724.22
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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.
1195.92
325373
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.
203.03
200063
985.39
... 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.
373.54
1668207
4465.94
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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 etc.complete as per the direction of the Engineer-in-Charge.
21.77
14046
645.24
... 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.
82.5
231804
2809.75
... 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.
7.5
45697
6092.94
... 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.
591.14
2568432
4344.88
... 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.
191.12
293508
1535.73
... More
Providing concrete M-25 for plain/reinforced concrete in open superstructure complete as per drawings and technical specification clause 800,1205.4,1205.5 etc complete as per the direction of Engineer-in-Charge.
14.49
93506
6453.19
... More
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specifications Clause 1002,1010,1202.etc.complete as per the direction of the Engineer-in-Charge.
54.88
356086
6488.45
... More
Supplying, fitting and placing HYSD bar reinforcement in subtructure complete as per drawings and technical specifications Clause 1002,1010,1202.etc.complete as per the direction of the Engineer-in-Charge.
23.8
151780
6377.35
... More
Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specifications Clause 100 and 1202. etc.complete as per the direction of the Engineer-in-Charge.(drain cover)
31.5
200444
6363.32
... 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.
282.5
53881
190.73
... More
Gravel backing below approns & rivetment as per technical specification clause. etc.complete as per the direction of the Engineer-in-Charge.
61.5
39654
644.79
... More
Cement concrete (1:2.5:5) with 12mm size hard granite chips including cost, conveyance, royality, taxes watering and curing etc.complete.with centering & shuttering etc complete as per the direction of the Engineer-in-Charge.
118.72
544747
4588.51
... More
Providing & laying RCC Grade M30 in Supertructure as per drawing & technical specification.etc complete as per the direction of the Engineer-in-Charge.etc complete as per the direction of the Engineer-in-Charge.
23.84
158444
6646.17
... More
Providing and laying rough stone dry packing in approns and revetments with hard granite stone 30 cm & Above sizesetc complete as per the direction of the Engineer-in-Charge.
16.94
37519
2214.84
... 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
5.2
208650
40125.09
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2nd Year
5.2
254276
48899.28
... More
3rd Year
5.2
398814
76695.08
... More
4th Year
5.2
440027
84620.7
... More
5th Year
5.2
462403
88923.74
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