Rural Development Department Tender
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Costs
EMD
₹ 9,83,900Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_103957_1Tender No
CCE-BLS-NCB-04 OF 2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Providing and Laying of bored cast-in-situ M35 grade R.C.C. Pile of 1200 mm dia etc complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. etc.
826.82
10029458
12130.16
Supplying, fitting, fixing & placing in position of steel liner 10mm thick & 6mm thick for clading of piles including fabrication and setting out etc. complete as per specification & direction of the Engineer-in-Charge.
86.33
9288291
107592.03
Sinking of steel liner plate for pile including cost of all labour & machinery etc complete as per specification & direction of the Engineer in charge.
364.63
304272
834.47
R.C.C. of design mix of M-350 grade having specified characteristics compressive strength / target mean strength of 350kg / cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150mm cubes at 28 days curring after mixing & tests conducted in accordance with relevant clauses of IS 456/ IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm and down graded sizes & proportion as specified in clause-302.6.2 of IRC-21-1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry including hoisting, lowerring & laying cocrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works, finishing the exposed surface smooth providing beads & grooves whereever necessary including cost, conveyance, royaltities of all materials, cost of all labour, T&P & machinaries etc required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straighthening, cutting, bending, binding, welding & tying the grills lapping, splicing etc. where ever necessary & hoisting & placing in position (to be paid separately as required for RCC works).(Pile Cap)
319.46
2978961
9324.99
Supplying, Providing & laying reinforced cement concrete M-15 grade (cast-in-situ) as per design mix prepared under relevant IS/IRC codes concrete using graded crushed stone aggregate, cement and coarse sand of approved quality and quantity in wing walls, retain walls & curtain walls as levelling course using weigh batching, mechanically mixing, vibrating, centering & shuttering, decentering secured tools & plant equipments & including all inclusive costs, all operations, contingencies incidentals involved for the finished defect free items of work complete to satisfaction but excluding cost of reinforcement complete as per drawing and technical specification Part I/II under section 1500,1700 & 2100 of MORTH specification for Road & Bridge works (4th revision) and as directed by Engineer or his representative full satisfaction.Providing PCC M15 as leveling coarse below pile caps & as per section no.1500,1700 & 2100 of Specification for road & bridge work MoRT&H (4th revision)
-
-
-
In Foundation
22.54
148021
6567.04
In Sub-Structure
544.06
3654238
6716.61
In Sub-Structure above GL
30.74
211918
6893.91
RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
Abutment & Pier Shaft / Return wall
80.11
813541
10155.3
Pier & Abutment Cap
52.9
521707
9862.15
DIRT Wall
9.37
122622
13086.7
Super Structure
77.54
2159989
27856.45
Approach Slab
17.33
145510
8396.45
Wearing Course(Mastic Asphalt)
731.85
1680561
2296.32
P.S.C. M-40 Grade in girders including cost of all materials, labour charges for machinaries, T & P, centering and shuttering, charges towards casting yard, casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the erection of girder for launching and placement at the required height and position including charges for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for MS reinforcement, H.T. steel, wire / strand, sheating, Bearing plate, tube units, wedges etc accessories, charges towards stressing and grouting, hire charges of jack and other equipment required for stressing and grouting.
-
-
-
Crash Barrier
167.68
878978
5242
Superstructure - Composite Girder
116.03
1984859
17106.43
Supplying of all types of structural steel conforming to Fe 410B of IS:2062, fabrication, assembling, erection / slewing / end launching of steel girders on sub-structure incl. one coat of Zinc chrome primdeer to IS-104 & one coat of Zinc Chrome Red Oxide to IS 2074 on all members, Rate include fabrication of all the types of batterns, bracings , ties, drifts, shop welds, templates, ligs, fixtures, back up supports, accessories, transporting various components from fabrication shop to site including loading, undloading, lift and taxes complete. assembly of girder's on drifts/bolts, field riverting/welding, assembling of temporary support for side slewing, raising of girders to the bed block level, providing sliding arrangements and slewing the girder in position, lowering of girder on bearing and bed plates. grouting holes in the bed block for fixing of HD bolts/anchor pins of bed plates, all temporary arrangements.
178.55
27219988
152450.39
Metalising of all plate girder components with sprayed aluminium and painting the metalised surface in four coats with approved paint conforming IRS: BI- 2001 including surface preparation by sand blasting with all lead, lift, labour, material, paints & equipments tax etc. complete as per specification and direction of Engineer in charge.
1886.31
1519479
805.53
Supply,Fabrication and installation of MS Studs over steel girder @ 190mm C/C in 4 lines in each girder.
2592
1113341
429.53
Providing TMT bars confirming to approved grade F-415 including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge (as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge.
2349.86
21379942
9098.39
Providing and laying of Filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfact behind abutment,wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification & direction of Engineer-in Charge.
42
143860
3425.25
Providing weep hole in plan / Reinforced concrete abutment, wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete as per drawing and technical specification and direction of Engineer in charge.
136.8
19870
145.25
Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
288.4
889131
3082.98
Supplying & filling behind abutment, wing wall and return wall etc with approved quality of gravel / sandy material including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.)
-
-
-
GRANULAR MATERIAL
69.6
131795
1893.62
SANDY MATERIAL
65.32
143564
2197.87
Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete.
400
402224
1005.56
Providing , fitting , fixing expansion joint confirming to ISI specification including all cost , carriage , taxes etc complete as per specification & direction of Engineer-in-Charge .
-
-
-
Strip seal Expansion Joint
34
417837
12289.33
Providing ,fitting, fixing elastomeric bearing including cost & taxes etc.
101455.2
46669
0.46
Supply and fixing of the POT / PTFE Bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on abutment and piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications part I/II, section 2000 & its relevant clauses & sub clauses of MoRTH specification for Road & Bridge works (4th revision) as directed by Engineer/or his representative to satisfaction.
6
411101
68516.89
Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge .
-
-
-
In Foundation
52.84
379971
7190.98
In Substructure
8.66
61604
7113.7
Providing & fixing Drainage spout complete as per drawing and Technical Specification as per direction of Engineer-in-Charge.
28
41222
1472.22
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm
1338.89
283684
211.88
Construction of embankment with approved material obtained from borrow pits with 5 extra lead lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
7565.25
1547244
204.52
Loosening of the ground up to a level of 500mm below the sub-grade level , watered , graded & compacted in layers to meet requirement of table 300-2 for sub-grade construction & clause 305 of MORTH specification of Road & Bridge works ( 4th Revision )
450
23845
52.99
Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform 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 (4th Revision)
786
1604281
2041.07
Providing, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
-
-
-
WMM
843.76
2769414
3282.23
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
3750
163912
43.71
Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)
3750
46762
12.47
Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45
187.5
1402415
7479.55
Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
93.76
862580
9199.88
Furnishing and laying of live sods of perennial turf forming Grass on embankment slope, verges or other locations shown on the drawing including ransportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge.
4000
121040
30.26
Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.(1000 mm Dia HPC)
15
99222
6614.85
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