Bhubaneswar Development Authority Tender
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Bhubaneswar Development Authority - BDA Tender
Survey Works
Eprocure
Opening Date23 Mar 2021
Closing Date12 Apr 2021
Tender AmountRefer Documents
Costs
EMD
₹ 9,58,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_BDABU_67376_1Bid Award Id
ViewTender No
203/EM/BDA/2020-21, Dated-15/03/2021Tender Authority
Bhubaneswar Development Authority ViewPurchaser Address
-Website
http://https://www.bda.gov.in/
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Documents
BOQ Items
Loosening minimum 150mm thick, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per technical specification Cl. 305.3.4 of specification for road and bridge works MORT&H (5th revision) complete as per direction of Engineer-in-charge.
3407.27
-
20.69
Scarfying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and leads up to 1000 mts. as per technical specification for road and bridge works MORTH & H (5th revision) etc. complete as per direction of Engineer-in-charge.
12573
-
3.54
Construction of granular sub-base by providing Grading IV Material, spreading in uniform layers with motor grader on prepared surface, mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of technical specification for Road & Bridge works MORT&H (5th revision) and as directed by the Engineer-in-charge.includinig all the cost etc. complete as per direction of Engineer-in-charge.
3407.27
-
1695.6
Supplying, mixing, providing laying Wet Mix Macadam (WMM) in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) & as per clause 406 of Technical specification for road and bridge works MORT&H (5th revision) & as per direction of Engineer-in-charge.
9450.32
-
1616.73
Supplying, providing, spraying & prime coat over prepared granular base (WMM) with Bituminous emulsion of medium porosity (slow setting-1) complying with IS 8887-2004 spraying with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete& as per 502 of Technicalspecification for road and bridge work MORT&H (5th revision) and as directed by Engineer-in-charge
25622.1
-
24.54
Supplying, providing and applying tack coat Cationic bitumen emulsion (RS 1) complying with IS:8887-2004 spraying with the help of a self propelled pressure sprayer to spread uniformly over the cleaned prepared dust free surface as per Clause.503 of technica specification of road and bridge work MORT&H (5th revision) and as directed by Engineer-in-charge
25622.1
-
8.7
Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transported to site,laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 505 to achieve the desired compaction.
1537.33
-
7123.36
Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 compaction as per MoRTH specification clause No. 507 complete in all respects
768.67
-
8114.66
Supplying, providing 2.5 mm thick hot applied thermoplastic road marking material homogeneously composed of aggregate pigment, resin, glass reflectorizing beads with colour of the compound white or yellow as per IS 356 as specified in the drawing conforming to clause no. 803 of Technical specification for road & bridge works (5th revision) & as directed by Engineer in charge
1180.65
-
391.02
Providing and fixing of Raised Pavement marker (RPM) 100 x 100mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hold 30mm up to depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS:873 (Part-4) 1973, (Provide @1m)
880
-
254.37
Providing and fixing of Flexible median marker at the portion of median gap. including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing T&P etc. complete as per the direction of Engineer in charge.
240
-
594.1
Supplying, fixing in position, providing, fabricating, manufacturing different sizes of Signboards with required posts with approved material of sheeting as required including high intensity grid retro-reflective sheeting as per Clause 811 of MORT&H specification for road and bridge works (5th revision) other IRC codes for all types materials fabricating all respective signs (Ref. IRC-67) including messages Boards shall be screen printed or fixed with cutouts complete, including full compensation of all inclusive costs all operations, contigencies, incidentals paintings involved complete for the finished defect free item of work complete to specification fixing in position at site as per direction of Engineer in Charge. (Ref. Clauses & Codes for materials etc. IS 1786, IS1367, IS1364, IS226, IS 2062, IS736 and designation 24345 or 1900)
-
-
-
90 Cm High Octagon
22
-
6364.1
90 CM Equilateral Triangle
70
-
4217.27
60 cm x 45 cm Recangular
5
-
3683.96
60 Cm Circular
20
-
3770.63
80 cm x 60 cm Rectangular
10
-
5084.03
90 cm x 45 cm Rectangular
10
-
4070.35
Stainless Steel Sign board (6 ft. x 4 ft.)
3
-
33613.12
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-20 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually etc. all complete as per Clause 408 and directionof Engineer-in-charge.
3222
-
238.95
Filling earth for Construction of median and island above road level with materials obtained from roadway cutting, spreading, compacting as per Clause 407 of specification for road and bridge work of MORTH & H (5th revision) and dirrectionof Engineer-in-charge.
289.98
-
55.26
Supplying, providing & painting two coats of the kerb stones with 1st quality synthetic enamel paint of approved brand and manufactured, in alternate band of specified width of black / white colour as per IRC-55 with clause 803 & Technical specification for Road and Bridge works (5th revision) and after cleaning with necessary repairs to the surface complete in all respects including cost, as directed by Engineer in charge
2386.22
-
59.34
Providing and laying 600mm x 600mm Industrial Vitrified Tiles confirming to IS:15622 of approved make, quality and colour without any warpage laid over an under layer of 20mm thick base of cement mortar (1:4) including cutting to size, laying and filling the joints with white cement slurry mixed with colouring pigment to match the shade and colour, cleaning the surfaces with oxlaic acid, machine grinding, mirror polishiing including the cost of all materials, cost of all labour, conveyance, royalties, loading, unloading, sundries, watering and curing T&P etc. complete as per the direction of Engineer in charge.
6766.2
-
834.37
Providing ,laying factory made 60 mm thick cement concrete interlocking paver blocks of M - 20 grade made by block making machine with strong vibratory compaction of approved size and shape laid over 100mm thick compacted bed of course sand layer including filling sand in the interstics/ joints, including cost conveyance of all materials, labour, and (T&P) required for the work etc comple and as per direction of Engineer in charge.
6444
-
784.59
Supplying and fixing of 125cm dia Bollard of M-20, 600mm high above ground level, including cost of all reinforcement and materials, centering and shuttering and watering carrying etc. complete as per diredction of the Engineer-in-charge.
9308
-
431
Earthwork in excavation in foundation in all kinds of soil as per drawing and technical specification, including setting out, constuction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering if necessary etc. complete as per Clause 304 of Technical specification for Road and Bridge works (MORT&H 5th revision) and as per direction of Engineer in charge.
9746.23
-
184.6
Supplying and Filling clean course sand in foundation and plinth, free from deliterious materials, earth, earthclods, roots and boulders etc watered and well compacted,including cost of all materials, labour and T&P etc complete below leveling course of open foundations / approach slab etc complete as per technical specification for Road & Bridge works (MORTH 5th revision) & as directed by Engineer in charge.
708.84
-
332.73
Providing, supplying and laying Design Mix Reinforced Cement Concrete with grade M25 in foundation complete as per Technical specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works (MORT&H 5th revision) excluding the cost of reinforcement complete and direction of Engineer in charge.
1016.59
-
4767.16
Providing, supplying and laying Design Mix Reinforced Cement Concrete with grade M25 in substructure complete as per Technical specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works (MORT&H 5th revision) excluding the cost of reinforcement complete and direction of Engineer in charge.
991.45
-
5010.24
Providing, supplying and laying Design Mix Reinforced Cement Concrete with grade M25 in slab of drain and superstructure of culvert complete as per Technical specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works (MORT&H 5th revision) excluding the cost of reinforcement complete and direction of Engineer in charge.
997.63
-
5399.17
Supplying, decoiling, straightening, cutting, bending, placing in position and tying the grills of HYSD steel reinforcement Fe 500 conforming to IS-1786, 2008 in position binding with galvanized binding works of 18 gauge complete for all RCC works in foundation, deck slab, Abutment/Pier shaft, cap, return wall, fly wing & dirt wall as per working drawing and technical specification section 1000,1600, 2100,2200 & 2300 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge. (Make- Sail, TATA) (Liner measurements will be taken and quantity will be calculated on standard weight, Lap length of bars and Weight of binding wire will not be considered for measurement)
216.89
-
74290.98
Providing, supplying and laying Design Mix Plain C.C. with grade (1:3:6) as Levelling course in H.P. Culvert complete as pr Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works (MORT&H 5th revision) excluding the cost of reinforcement complet and as per direction of Engineer in charge.
708.84
-
3046.88
Supplying, Providing average 40mm down graded with PCC M-15 Concrete in C.C ( 1:2:4) finished smooth to proper grad / slope conforming to latest IS/IRC concrete codes and manuals using approved quality & quantity of sand, cement & hard crusher broken graded aggregate as per design mix with 2% water proofing cement compound of approved quality over top of Roof, Terrace including cost of erection, dimentling of scaffolding, watering, curing etc complete including full compansation to all inclusive costs, all operations required, contingencies, incidentals involved for the finished defect free item of work complete to specification and including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
609.88
-
3735.52
Supplying, Providing & laying plain cement concrete of grade of M-20 (cast-in-situ) for PCC work as per concrete bridge codes using graded crushed stone aggregates coarse sand, cement of approved quality & quantity in sub structure of abutment piers wing walls, retain walls & curtain walls using weigh batching, mechanically mixing, vibrating, centering & shuttering, de centering using tools & plant equipments & machinery required for the work including full compensation for all inclusive costs, all operations contingencies, incidentals involved for the finished defect free item of work complete to specification including cost of all materials & labour but including provision of surface reinforcement @ 5% of the cross sectional area complete as per drawing and technical specification Part I / II, section 1000, 1500, 1600, 1700, 2100, 2200, 900, 100 of MORTH specification for Road and Bridge works (4th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
13.64
-
4419.1
Reinforced C.C. M 25 for approach slab including reinforcement and formwork complete as per drawing and technical specifications and direction of Engineer in charge.
54.6
-
4767.16
Providing and laying C.C. wearing coat of M 30 grade including reinforcement complet as per drawing and technical specifications and direction of Engineer in charge.
18.72
-
10635.85
Providing reinforced C.C. crash barrier M 30 at the edges of road, approaches to bridge structures and medians, constructed with M 30 grade concrete with HYSD reinforcement and direction of Engineer in charge.
19.2
-
3564.96
Supplying, providing and laying gravel backing / filter material underneath stone / C.C. Block pitching on slopes complete as per drawing and technical specifications section 2504 of MORT&H specification for Road and Bridge works (5th revision) and direction of Engineer in charge.
9.17
-
725.46
Providing and laying of stone pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications ( 30 cm size) and direction of Engineer in charge.
47.86
-
1582.69
Drainage Spouts complete as per drawing and technical specification and direction of Engineer in charge.
2
-
645.84
Providing weep holes in Brick masonry / plain / reinforced concrete abutment, wing wall / return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing foce, complete and direction of Engineer in charge.
176.32
-
89.32
Providing and laying of Filter media with granular materials / stone crushed aggregates to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and return wall to the full height compacted to a firm condition complete as per drawing and as per clause 2200, 2504.2.2 of technical specifications for Road and Bridge works MoRTH (5th rvision) and 710.1.4 of IRC:78 and as per direction of Engineer in charge.
23.44
-
1948.07
Providing steel gratings (size-0.3m x 0.2m) to the RCC Drain to discharge storm water from road surface as per technical specifications for road and bridge works MoRTH (5th revision) and as per direction of Engineer in charge.
833.98
-
74.29
Supplying, Providing backfilling with approved soil in excavated foundation in layers of 150mm thickness by mechanical means including watering, if necessary and including all tools, requisite, plants, machinery etc. complete including full compensation to all inclusive costs, all operation contingencies incidentals, involved for the finished defect free item of work complete to specification as per technical specification Part I/II, section 2900 and its relevant sub clauses of MORTH specificatio for Road & Bridge works (4th revision) as per approved drawings and including cost and conveyance of all materials, labour, T&P and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
741.06
-
123.06
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification (sand)as per approved drawings and including cost and conveyance of all materials, labour, T&P and taxes etc. as required for the work complete as per direction of Engineer-in-charge.
93.49
-
631.8
Dismanteling and removing RCC Columns, beams, slab staircase landing, lintels incluidng stacking the useful materials for reuse and removing the debris within 50m. lead etc. complete including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.
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-
-
RCC
1.9
-
1142.92
PCC
20.11
-
572.39
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