Rural Development Department Tender
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Technical
Technical
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Super class, special class, or A class contractors.
Bid Capacity
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The bid capacity required in the given tender to bid is calculated using the formula: Assessed Available Bid Capacity = (A * N * 2) - B Where:
A = Maximum value of works executed in any one year (updated to the current price level)
B = Value at current price level of the existing commitments and ongoing works to be completed during the time period stipulated in the contract data
N = Number of years prescribed for completion of the works for which the bids are invited This indicates that the bidder's available bid capacity should be more than the total estimated cost of the works mentioned in the Contract Data to qualify.
Technical Capacity
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The required prior work experience for the bidder is not explicitly stated in terms of years, but the bidder needs to provide details of civil engineering works executed during the last 5 years. The bidder should have prior work experience in similar nature of works, and their available bid capacity is calculated based on the maximum value of works executed in any one year during the last five years. The value of civil engineering works executed by the bidder during the last 5 years is mentioned, with the following details:
- Year 2 (FY 2019-20): Rs. 1.61 lakhs
- Year 3 (FY 2020-21): Rs. 1.46 lakhs
- Year 4 (FY 2021-22): Rs. 1.33 lakhs
- Year 5 (FY 2022-23): Rs. 1.21 lakhs
- Year 5 (FY 2023-24): Rs. 1.10 lakhs However, specific details on the required percentage of similar works completed or the exact amount are not provided. The calculation of Available Bid Capacity involves the value of past works and the value of existing commitments, but it does not explicitly state a required percentage or amount of similar works that must be completed. The bidder's prior work experience is assessed through the calculation of their Available Bid Capacity, which takes into account the maximum value of works executed in any one year during the last five years, updated to the current price level using an escalation factor of 10 per cent per year. The formula for calculating the Assessed Available Bid Capacity is: (A*N*2-B), where A = Maximum value of works executed in any one year, B = Value at current price level of existing commitments and ongoing works, and N = Number of years prescribed for completion of the works. The bidder must demonstrate having Bid Capacity sufficient to meet the aggregate of the qualifying criteria for the individual contracts, and secure 80% marks in aggregate to qualify. The evaluation criteria include the deployment of specific machinery and equipment. No specific percentage of similar works completed is mentioned, but the bidder must have experience in executing works of similar nature and complexity. The bidder's technical bid will be evaluated based on their experience, equipment, and other factors.
Costs
EMD
₹ 6,69,286Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Impvt To Nuapatana To Kotapur River Embankment Via Muratapur Alarpr Road In The Dist Of Jajpur Under Mmsy-impvt To Existing Rd Roads For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_109878_28Bid Award Id
ViewTender No
Tender Online RCK-25/24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Upto 600mm dia
15
285
4278.6
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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.
2325.75
6
13954.5
... More
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.
2325.75
15
36979.43
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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.
17556.36
246
4324658.16
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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).
2457.19
50
123694.94
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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)
451.73
2251
1017277.89
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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).
837.21
2747
2300008.43
... More
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.
4970.46
37
186789.89
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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.
4970.46
13
68244.42
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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 as per MoRTH spefn. clause No. 508 complete.
248.52
8001
1988488.05
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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.
124.27
10144
1260594.88
... More
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.
3363.55
7546
25384341.86
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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.
2480.8
31
77574.62
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface as per the direction of the E.I.C.
206.73
278
57601.18
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Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
2550
632
1612518
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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.
2328.28
270
630707.77
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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
3527.95
74
263608.42
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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.
1000.58
798
798983.14
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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 S/R
80
2710
216849.6
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HPC 1000 mm Dia S/R
110
6191
681080.4
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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
1533.92
5561
8530942.1
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Above Bed Level
814.99
5703
4648352.51
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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.
69.68
2272
158362.43
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RCC of design mix of M-250 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
160.52
6785
1089214.88
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Abutment & Pier (Above Bed)
144.87
8753
1268126.79
... More
Deck slab
61.13
9630
588688.01
... More
Cover slab (Drain)
60.8
8753
532215.84
... More
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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Key Wall
80.85
6136
496163.51
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Wearing Coat (Including reinforcement)
25.19
14032
353474.9
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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)
383.04
8776
3361673.95
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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.
192.02
2722
522707.24
... More
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.
300.14
2283
685441.72
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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
939.2
114
107106.37
... More
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
11765
23531.86
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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.
3
23131
69395.1
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 of MoRD
5
3169
15846.45
... More
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MoRD
-
-
-
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600mm equilateral triangle
15
2134
32016.15
... More
600mm Circular
15
1983
29751.6
... More
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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i) Ordinary Kilometer stone
6
2382
14294.76
... More
ii) 200 mm stone
21
697
14640.57
... More
200 mm dia RCC guard post.
120
727
87261.6
... More
Maintenance Work
-
-
-
... More
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
-
-
-
... More
1 st Year
134.36
701
94295.19
... More
2 st Year
183.16
701
128543.52
... More
3 st Year
232.37
701
163079.59
... More
4 st Year
280.67
701
196977.01
... More
5 st Year
329.37
701
231155.16
... 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
1 st Year
447.86
44
19902.9
... More
2 st Year
610.54
44
27132.4
... More
3 st Year
774.56
44
34421.45
... More
4 st Year
935.55
44
41575.84
... More
5 st Year
1097.89
44
48790.23
... 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
1 st Year
447.86
20
9328.92
... More
2 st Year
610.54
20
12717.55
... More
3 st Year
774.56
20
16134.08
... More
4 st Year
935.55
20
19487.51
... More
5 st Year
1097.89
20
22869.05
... 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
1 st Year
656.87
342
225148.76
... More
2 st Year
895.46
342
306927.87
... More
3 st Year
1136.03
342
389385.64
... More
4 st Year
1372.14
342
470314.71
... More
5 st Year
1610.24
342
551925.86
... 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
1 st Year
7
1713
11992.47
... More
2 st Year
7
1713
11992.47
... More
3 st Year
7
1713
11992.47
... More
4 st Year
7
1713
11992.47
... More
5 st Year
7
1713
11992.47
... 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
1 st Year
4.75
1538
7307.02
... More
2 st Year
4.75
1538
7307.02
... More
3 st Year
4.75
1538
7307.02
... More
4 st Year
4.75
1538
7307.02
... More
5 st Year
4.75
1538
7307.02
... 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
1 st Year
4.75
988
4694.57
... More
2 st Year
4.75
988
4694.57
... More
3 st Year
4.75
988
4694.57
... More
4 st Year
4.75
988
4694.57
... More
5 st Year
4.75
988
4694.57
... 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
1 st Year
9
176
1584.99
... More
2 st Year
11
176
1937.21
... More
3 st Year
13
176
2289.43
... More
4 st Year
15
176
2641.65
... More
5 st Year
17
176
2993.87
... 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
1 st Year
18
10
197.46
... More
2 st Year
20
10
219.4
... More
3 st Year
22
10
241.34
... More
4 st Year
24
10
263.28
... More
5 st Year
26
10
285.22
... 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
1 st Year
528.17
3
1933.1
... More
2 st Year
654.74
3
2396.35
... More
3 st Year
493.37
3
1805.73
... More
4 st Year
978.22
3
3580.29
... More
5 st Year
1175.97
3
4304.05
... 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
1 st Year
175
34
6063.75
... More
2 st Year
175
34
6063.75
... More
3 st Year
175
34
6063.75
... More
4 st Year
175
34
6063.75
... More
5 st Year
175
34
6063.75
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