Works Department Tender
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Costs
EMD
₹ 3,67,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_EICCL_94519_10Bid Award Id
ViewTender No
CCENC (R AND B) /16/ 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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Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all leads and lifts.
-
-
-
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Up to 0.600m dia
7.5
1633
217.77
... More
Up to 0.900m dia
37.5
18837
502.33
... More
Earth work in excavation of foundation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Excavation for Structures / MORT&H Technical Specification no- 304
3686.26
272783
74
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.(AR, P-156/34)
3990
22623
5.67
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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.
3990
116388
29.17
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density.
1391.51
49496
35.57
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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.
3077.59
109315
35.52
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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.
3494.23
707128
202.37
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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 in Berms.
455.6
424869
932.55
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Furnishing and laying of live sods of perrinial turf grass on embankment slope within all leads and lifts by mechanical means includinf cost conveyance all materials with T&P required for the work complete in all respect as directed by Engineer In Charge
3792
98592
26
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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) .
1955.1
4221217
2159.08
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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 .
1429.75
3493236
2443.25
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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
7315
253245
34.62
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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 (4th.Revision)
7315
87999
12.03
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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)
365.8
2782834
7607.53
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Providing and laying Semi Dense Bituminous Concrete with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder using 60/70 penetration grade bitumen @4.5 to 5 per cent of mix and filler, 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 compactin as perf MoRT&H specification Clause No.508 for Road & Bridge works (4th Revision) complete in all respect and as per direction of Engineer-in-charge.
182.88
1761086
9629.74
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Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceeded 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site,laid with a paver and compaction with vibratory roller, finishing and curing as per Clause 601 of MoSRT&H Specifications of Road & Bridge Works (4th Revision)
285
1260472
4422.71
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Providing un-reinforced down jointed M-30 grade cement concrete pavement by semi-mechanized method over a prepared sub-base as per approved mix design using 43 grade cement not less than 400kg /cum course and fine aggregate confirming to IS:383, maximum size of course aggregate not exceeding 25mm, conmpacted and finished in a continious operation inclduing provision of contraction, expansion, construction and longitudinal joints and cost and conveyance of all materials including joint filler separation membrance, sealant primer, joint sealand finishing to lines and grades as per approved drawing and technical specification and as per direction of the Engineer in charge
1042.8
7946302
7620.16
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Providing & fixing RCC M-15 RCC Boundary Pillar 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
23
16550
719.57
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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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Ordinary Km stone
7
16484
2354.96
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5th Km stone
5
19444
3888.91
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflect rising 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.
487.18
135665
278.47
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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
300
137586
458.62
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Painting two coats with any approved synthetic enamel paint of approved quality shade and make over a coat of priming to Road surface ncluding cost of the primer and paint, with cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect.
226.78
32204
142.01
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Providing and errecting direction and place identification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm , 2nos firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 45x45x60cm below ground level as per approved drawing.
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-
-
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(i) Facility Information signs (800x600 mm)
8
53452
6681.5
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(ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm)
2.52
30683
12176.15
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(i) Circular 600 mm dia.
4
20255
5063.78
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(iii) Hazard Marker confirming to IRC:79
4
18480
4620
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(iv) Object Marker confirming to IRC:79
4
3000
750
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(v) 90 cm high octagon
6
49499
8249.94
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Providing Reflected RPM(Road Stud)100x100mm size, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surfaceby drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminious grout or epoxy mortar, all as per BS 873 part 4:1973.
300
84600
282
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Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 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.
254.28
441953
1738.06
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M15 grade Plain Cement concrete (M-15) with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. complete as per Drawing and Technical Specifications. and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
192.51
1084029
5631.03
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M15 grade Plain Cement Concrete in Sub Structure, wall with 40 mm size of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. complete as per Drawing and Technical Specifications. and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
340.3
2131149
6262.56
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe of 1000mm dia 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 .
75
603129
8041.72
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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 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.
56.73
49723
876.5
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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.
153.18
306162
1998.71
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Providing and laying R.C.C M-20 grade in Drain as per approved drawing and technical specifications complete in all respect as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
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Foundation
77.5
502049
6478.06
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Wall
139.5
1132092
8115.36
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Slab
77.5
565495
7296.71
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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)
37.2
3154893
84808.97
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Filling foundation and plinth 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.
478.49
23605
49.33
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face Complete as per drawing and Technical specification.
118.25
10595
89.6
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Providing and laying of filter media/metal spall backing using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 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.
107.3
281460
2623.12
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RCC M25 grade Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
111.3
762984
6855.21
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RCC M25 grade Reinforced Cement Concrete in sub-structure/ wall etc complete as per Drawing and Technical Specifications as per section 900, 1000, 1500, 1700, 2100 & 2200 of MoRT&H specifications for Road & Bride works (latest revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
113.4
1325601
11689.61
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