Works Department Tender
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Costs
EMD
₹ 7,87,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_EICCL_94380_12Bid Award Id
ViewTender No
CCENC (R AND B) /15/ 2023-24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MORTH Specification for Road and Bridge Works 4th Revision.
15150
418594
27.63
... More
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.
2768
98319
35.52
... More
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
18423.29
3728321
202.37
... More
Providing & laying sub-base with Moorum in layers not exceeding 225mm watering and compacting to the required density in O.M.C with Vibratory Roller but excluding cost and conveyance of sub base materials etc Complete
888.8
754057
848.4
... More
Furnishing and laying of the live sods of perrinial turf grass on embankment slope within 5km average lead by mechanical means and 1.5m initial lift.
42016
1092416
26
... More
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause406 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
3863.25
11421428
2956.43
... More
Providing and applying primer coat with bitumen emulsion (slow setting ) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
15453
533746
34.54
... More
Providing and applying tack coat with bitumen emulsion (rapid setting) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
15453
185436
12
... More
Providing and laying Bituminous Macadam Gr. II with 100-120 TPH hot mix plant producing an average output of 75tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
772.65
6276830
8123.77
... More
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates Grading- II (10mm nominal size) 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 he required grade, level and alignment and rolling with smooth wheeled roller, vibratory and tandem roller to achieve the required compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
386.33
3926955
10164.77
... More
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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
1626.9
13088150
8044.84
... More
Providing & fixing RCC M-15 RCC 5th Km. stone/ Ordinary Km. stone/ Hectometer Stone of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge
-
-
-
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b) Ordinary Km stone
4
9756
2439.03
... More
c) 5th Km stone
1
4005
4005.94
... More
Providing & fixing RCC M-15 RCC Guard Post of standard design as per IRC8-1980 along with reinforcement complete as per drawing as per Clause 804,806 & Section no.1000, 1500, 1600, 1700, 2300 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (LatestRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect complete in all respect as directed by Engineer-in-Charge
1800
734814
408.23
... More
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.
1100
306317
278.47
... More
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick Aluminum composite material sheet depending on the size of the sign over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB,3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of Irc 67. as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
-
-
-
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(i) Facility Information signs (800x600 mm)
18
120934
6718.57
... More
(ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm)
5.04
61554
12213.24
... More
(iii) Advance direction/Destination/Place identification signs (1800x1200 mm)(above 0.90 sqm)
12.96
168099
12970.66
... More
(iv) Route marker signs (450x600 mm)
14
69917
4994.1
... More
(v) Cautionary signs triangular 900mm side.
26
147140
5659.25
... More
(vi) Circular 600 mm dia.
26
132621
5100.84
... More
(vii) Octagon 900 mm height.
12
99444
8287.03
... More
Excavation of foundation for structure in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting with in 50mtr initial lead and 1.5mtr lift.etc. complete.
4613.92
341430
74
... More
Supplying, filling in road sub-base with sand including watering and compacted complete with cost, conveyance, royalties and taxes of sand with labour and T&P required for the work etc. complete (Measurement will be taken on finished compacted section only).
772.22
1269421
1643.86
... More
P.C.C.M-15 Grade in Leveling 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).
619.24
3690379
5959.53
... More
P.C.C.M-15 Grade in Sub Structure 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).
2352.76
15505911
6590.52
... More
Laying Reinforced cement concrete 1000mm dia pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
200
1692502
8462.51
... More
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
28.99
23503
810.75
... More
Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2504 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
189.5
475747
2510.54
... More
Providing weep holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (latest revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
350
31395
89.7
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Filling foundation with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304.3.7 and Section 900 of MORT&H Specifications for Road & Bridge works (latest revision) complete in all respect & as per direction of the Engineer-in-Charge.
394
19436
49.33
... More
RCC M-20 grade in foundation and wall of approved 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) and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
-
-
-
... More
Base slab
256.5
1740093
6783.99
... More
Wall (Both side)
342
3079415
9004.14
... More
Cover Slab (RCC M20)
213.75
1764784
8256.3
... More
Straightening bent up or coiled M.S. rod or HYSD steel (Fe-415 / Fe-500), cutting, bending, cranking, hooking, welding or jointing (if required), the M.S. rod or HYSD steel and binding, tying the grills, hoisting, lowering and placing in proper position as per drawing & design required for R.C.C. works including cost, conveyance and taxes of M.S. rod or HYSD steel and binding wires of 18 to 20 gauge and labour with all T&P required for the work etc. complete as per approvrd drawing and technical specification and as per clause-1600 of MoSRTH specification for road & bridge works (Latest Revision ) complete in all respect as directed by Engineer-in-Charge.(weight of binding wires will not be considered for payment and payment will be made on weight of M.S. rod or HYSD steel only. Steel bars of only MAJOR INTEGRATED STEEL PLANTS like SAIL, RINL, TATA, JINDAL & SHYAM STEEL etc. of Fe-415 / Fe-500 grade are to be used in the work & if required original bill of . steel has to be produced by the contractor)
64.98
5495680
84574.96
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