Rural Development Department Tender
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Technical
Technical
Class Of Bidder
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The class eligibility requirements to bid or participate in this tender are Super/Special class Contractor and “A” Class Contractor.
Bid Capacity
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Assessed Available Bid Capacity = (A*N*2-B) Where: A = Maximum value of Civil Engineering works executed in any one year during the last five years (updated to the current price level) B = Value of current price level of the existing commitments & ongoing works to be completed during the next years (period of completion of works for which bids are invited) N = Number of years prescribed for completion of the works for which the bids are invited. The available bid capacity should be more than the total estimated cost of the works for the bidder to be qualified.
Technical Capacity
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The required prior work experience for the bidder is related to the "Bid Capacity" clause, which requires the bidder to have executed similar nature of work worth 75% of the estimated cost, put to tender during any three financial years taken together of the last preceding five years. The bidder should have completed works above Rs 3.00 Crores to be eligible. The value of similar works completed is updated to the current price level using an escalation factor, but no specific percentage of similar works completed is mentioned in terms of a required percentage for each project. However, the bidder needs to provide the value of work already executed and the value of works remaining to be completed for each project. The bidder's available bid capacity should be more than the total estimated cost of the works, calculated using the formula: Assessed Available Bid Capacity = (A*N*2-B), where A is the maximum value of Civil Engineering works executed in any one year during the last five years, B is the value of current price level of the existing commitments & ongoing works to be completed during the next years, and N is the number of years prescribed for completion of the works for which the bids are invited. The value of A is updated to the current price level using a 10 percent per year escalation factor. The bidder needs to furnish information on the value of existing commitments and ongoing works, and demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts.
Costs
EMD
₹ 6,07,977Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_109729_2Bid Award Id
ViewTender No
NCB-25/RWCKJR/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
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 lifts and lead of 1000 metres
-
-
-
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Upto 600mm dia
22.5
285
6417.9
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600mm to 900mm dia
22.5
383
8636.18
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Scarifying the existing bituminus road surface to a depth of 50m and disposal of scarified material within all lifts and lead upto 1000mt. and as per the direction of Engineer-in-charge.
16161
6
96966
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Reworking the scarified bituminus surface suitably after supplementing the base materials with stone screened dust compacting finished surface as per Clause No 501.8.3.2 of Mort &H specification for raod & Bridge works (4th Revision) and as per the direction of Engineer-in-charge.
20201.25
18
368470.8
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual 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.
23189.28
200
4658262.57
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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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
4548.72
50
228982.56
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Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter 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 Specification for Road & Bridge works (4 th Revision)
2252.84
1908
4299702.84
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Providing, laying, spreading and 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision).
4739.22
2389
11324460.97
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Construction of Un-reinforced,plain cement concrete pavement M-30 grade over a prepared sub base with 43 grade using brande cement @ 350 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRT&H specifications for Road & Bridge Works and as per as per specification & direction of the Engineer-in-Charge.
360.47
6614
2384364.86
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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.
30221.07
38
1161395.72
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Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.
30221.07
14
423397.19
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Providing and laying Bituminous Macadam with 60-90 TPH hot mix plant producing an average output of 75 tonnes 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
1511.06
7753
11715867.71
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Providing and laying semi dense 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 @ 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 compaction as per MoRTH spefn. clause No. 508 complete.
755.52
9938
7508727.96
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Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the E.I.C.
16161
28
463012.65
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Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
550
626
344349.5
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Earth work in excavation of foundation & plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge.
1430.53
270
387530.58
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Excavation for roadwork 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 to the embankment location within all lifts and lead upto 1000m
3558.2
74
265868.7
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Providing and filling manually with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification.
232.98
589
137411.6
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Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (900 mm dia.)and as per the direction of Engineer in charge.
-
-
-
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HPC 600 mm Dia
45
2852
128354.85
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HPC 1000 mm Dia
110
6427
707061.3
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Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge.
-
-
-
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Foundation
383.92
5415
2079076.53
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Upto Bed Level
1017.13
5557
5652618.6
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Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
7.68
2289
17584.82
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RCC of design mix of M-25 grade 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 granite course aggregate of 20mm. .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)
-
-
-
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Raft
54.44
7724
420528.86
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Abutment & Pier (Above Bed)
40.3
8830
355861.9
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Deck slab
16.13
8238
132892.49
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RCC of design mix of M-300 grade 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 granite course aggregate of 20mm. .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)
-
-
-
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Wearing Coat
2.56
7078
18122.19
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Supply of HYSD bars confirming to grade S-415 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 (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
80.75
8813
711664.29
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Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete.
70.84
976
69182.34
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Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.
30.62
1009
30896.8
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Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete.
51
2393
122081.76
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Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc.
80.27
46
3698.84
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Providing Rough Stone dry packing / pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge.
74.06
2219
164402.83
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
203.04
143
29061.12
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1
2
11980
23961.3
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Providing and fixing of typical MMSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.
2
15869
31739.8
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Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956-09type-III and IV strictly conforming to clause 6.7of IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Aluminium Composite Panel) used for sign boards with a thermo plastic core of blow density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel square post 80mmx80mmx3mm, 2nos and 3nos horizontal and 1no vertical extra supporting member of M.Sangle of size 50mmx50mmx6mm firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete 45cmx45cmx75cm, 60cm below ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curingetc. complete,under supervision of Engineer-In-Charge.Size-12'X8'(3657mm x 2438mm Rectangle)
2
135166
270333.68
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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.
1255.87
499
627821.97
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Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge.
-
-
-
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5th Kilometer stone
2
3958
7917.58
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Ordinary Kilometer stone
4
2351
9407.8
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200 mm stone
24
698
16752.24
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Semi-reflectorised Sign Boards
23
2200
50619.55
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200 mm dia RCC guard post.
170
787
133856.3
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Maintenance Work
-
-
-
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Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment ,level and slopes as per technical specification Clause 1902
-
-
-
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1st Year
123.7
408
50580.93
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2nd Year
173.42
408
70911.44
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3rd Year
226.18
408
92485
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4th Year
272.87
408
111576.54
... More
5th Year
321.99
408
131661.71
... More
Making up loose of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
-
-
-
... More
1st Year
412.34
50
20926.26
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2nd Year
578.08
50
29337.56
... More
3rd Year
753.93
50
38261.95
... More
4th Year
909.56
50
46160.17
... More
5th Year
1073.28
50
54468.96
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
-
-
-
... More
1st Year
412.34
20
8589.04
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2nd Year
578.08
20
12041.41
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3rd Year
753.93
20
15704.36
... More
4th Year
909.56
20
18946.13
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5th Year
1073.28
20
22356.42
... More
Maintenance of BT road including filling up pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 ,1906
-
-
-
... More
1st Year
604.76
328
198736.23
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2nd Year
847.85
328
278620.47
... More
3rd Year
1105.76
328
363374.85
... More
4th Year
1334.03
328
438388.94
... More
5th Year
1574.15
328
517297.17
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
-
-
-
... More
1st Year
16
1713
27411.36
... More
2nd Year
16
1713
27411.36
... More
3rd Year
16
1713
27411.36
... More
4th Year
16
1713
27411.36
... More
5th Year
16
1713
27411.36
... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910
-
-
-
... More
1st Year
5.8
1538
8922.26
... More
2nd Year
5.8
1538
8922.26
... More
3rd Year
5.8
1538
8922.26
... More
4th Year
5.8
1538
8922.26
... More
5th Year
5.8
1538
8922.26
... More
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
-
-
-
... More
1st Year
5.8
893
5180.56
... More
2nd Year
5.8
893
5180.56
... More
3rd Year
5.8
893
5180.56
... More
4th Year
5.8
893
5180.56
... More
5th Year
5.8
893
5180.56
... More
Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914
-
-
-
... More
1st Year
54
176
9509.94
... More
2nd Year
56
176
9862.16
... More
3rd Year
58
176
10214.38
... More
4th Year
60
176
10566.6
... More
5th Year
62
176
10918.82
... More
Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914
-
-
-
... More
1st Year
108
10
1184.76
... More
2nd Year
110
10
1206.7
... More
3rd Year
112
10
1228.64
... More
4th Year
114
10
1250.58
... More
5th Year
116
10
1272.52
... More
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
-
-
-
... More
1st Year
3023.49
3
11065.97
... More
2nd Year
3939.23
3
14417.58
... More
3rd Year
2987.33
3
10933.63
... More
4th Year
5770.4
3
21119.66
... More
5th Year
7059.66
3
25838.36
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
... More
1st Year
160
33
5308.8
... More
2nd Year
160
33
5308.8
... More
3rd Year
160
33
5308.8
... More
4th Year
160
33
5308.8
... More
5th Year
160
33
5308.8
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