Works Department Tender
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Costs
EMD
₹ 2,08,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_EICCL_107245_1Bid Award Id
ViewTender No
CCE (R and B) BGR-02-2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Loosening , levelling and compacting original ground supporting embankment to facilate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density etc complete
247.5
36
8910
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
1171.09
35
41925.02
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Fine dressing & turfing to the slope of embacment with compact turf grass transporting to site by mechanical means with in 5 km lead
1200
28
34332
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Providing and laying granular sub-base for moorum shoulder satisfying P.I.value within 6 in layers not exceeding 22.5Cm watering and compacting to the required density at O.M.C condition by PRR with cost ,conveyance,royalities,taxes etc
90
731
65876.4
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Construction of granular Sub-base by providing Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(5th. Revision) .
445.23
2191
975663.67
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Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge .
420.75
2460
1035230.13
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Providing & applying Primer Coat with Bitumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means .( Output = 3500 Sqm)
1683
37
62994.69
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Providing and applying tack coat with bitumen using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (5th.Revision)
1683
15
26237.97
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Providing and laying bituminous macadam with100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) Unit = cum
84.15
7539
634416.11
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Providing and laying semi dense bituminous concrete with100-120 TPH batch type HPM producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5 to 5 percent of mix and filler
42.08
9508
400124.83
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Earth work in embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per Clause 305 of MoRT&H Specifications dfor Road & Bridge works(5th. Revision) complet including cost,conveyance,Royalities,Taxes of all materials,all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge.
3766.15
203
766976.45
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Reinforced Cement concrete M-15 Grade Guard Post of standard designs as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete
270
93
25126.2
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 Sr.8.23
125
4227
528377.5
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Reinforced cement concrete M-15 Grade Kilometre stone of standard designs as per IRC-8-1980 ,Fixing in position including painting & printing etc complete
1
409
409.45
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
100
278
27863
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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
-
-
-
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(a) 1800mmx1200mm size board.
2.16
12931
27931.39
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(b) 90 cm equilateral triangle
3
5643
16930.53
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(c) 80 cm x 60 cm rectangular
1
6702
6702.83
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(d) 90 cm x 45 cm rectangular
3
6222
18668.49
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(e) 60 cm circular (Speed limit)
2
5085
10170.22
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Earth work in excavation in hard soil for foundation of structure as per approved Drawing & Technical Specifications and as per Clause - 301 & 304 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
1463.86
74
109364.98
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Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
115.93
728
84478.19
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P.C.C.M-15 Grade in foundation bed using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
150.86
5398
814417.71
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P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
67.29
5522
371584.8
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R.C.C. M-25 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
104.05
6629
689772.42
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R.C.C. M-25 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
82.58
10659
880238.39
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R.C.C. M-25 grade in Deck slab & kerb of C.D. Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
66.22
8610
570167.44
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R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
8.94
13046
116636.25
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Steel reinforcement works using HYSD as per approved Drawing & Technical Specifications and as per Section -1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
74.5
85531
6372059.5
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Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
312.52
96
30073.8
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Metal spall backing in the rear side of abutments and wing walls
73.73
2131
157159.92
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Gravel backing to approns and revetments with good quality moorum/sand and moorum admixture satisfying Liquid limit below 25 and P.I.value within 6 as per approved drawing with cost,conveyance,royalty,taxes of all materials ,all labours, T&P sundries complete as per specification and direction of Engineer-in-Charge
15.9
943
14996.09
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Rough stone dry packing in approns and revetment with hard granite stone 30cm and above size.
57.16
2231
127545.68
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Drainage Spouts complete as per drawing and Technical specification.
12
1031
12382.2
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Painting two coats with enamel paints over a coat of primer in kerb of approved shade for finished item of work as per the direction of the Engineer-in-charge.
43.5
82
3590.06
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R.C.C. M-20 grade in raft of retaining wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
400.5
6254
2504991.33
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R.C.C. M-20 grade in retaining wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
327.75
7395
2423894.79
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Providing and laying Filter Media with stone aggregates of 45mm size HB Stone satisfying requirements laid down in as per approved Drawing & Technical Specifications and Clause 2504.2.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
288
2723
784411.2
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