Rural Development Department Tender
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Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is the class mentioned in Col-5 of the Annexure in NIT, however the specific class is not specified.
Bid Capacity
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Bid Capacity = 80 or Bid Capacity = (A * N * 2) - B, where A, N, and B are variables to be calculated based on the given formulas and values.
Technical Capacity
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The bidder is required to provide information on their prior work experience, including the value of civil engineering works executed during the last 5 years. The bidder must have prior work experience with a minimum value of works executed in any one year, which will be updated to the current price level with a 10% per year escalation factor. The bidder should have prior work experience in executing projects similar to the work being tendered. The bidder must demonstrate having Bid Capacity sufficient to meet the aggregate of the qualifying criteria for the individual contracts. To qualify, the bidder must have completed works similar in nature to the work being tendered, with a minimum annual turnover to be furnished in Schedule – H. The bidder must also provide a list of projects executed that are similar in nature to the work (Schedule-D). The available bid capacity will be calculated as under: Assessed Available Bid Capacity = (A*N*2-B), where A = Maximum value of works executed in any one year (As reported in Schedule – H and certified by Chartered Accountant) during the last five years. 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 as mentioned in contract data. The bidder must secure 80% marks in aggregate to qualify. Values mentioned include:
- Rs. 1.61 lakhs (Year 2: FY 2019-20)
- Rs. 1.46 lakhs (Year 3: FY 2020-21)
- Rs. 1.33 lakhs (Year 4: FY 2021-22)
- Rs. 1.21 lakhs (Year 5: FY 2022-23)
- Rs. 1.10 lakhs (Year 5: FY 2023-24)
- 10% per year escalation factor
- 80% marks in aggregate to qualify No specific percentage of similar works completed is mentioned, except that the bidder must demonstrate sufficient bid capacity to meet the qualifying criteria.
Costs
EMD
₹ 8,53,217Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Impvt To Banbabaji Road To Kaipada Road In The Dist Of Jajpur Under Mmsy Impvt To Existing Rd Roads For The Year 2024-25.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CERWI_110365_4Tender No
Tender Online RCK-04/25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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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
15
285
4278.6
... More
600mm to 900mm dia
7.5
383
2878.73
... More
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.
6165
6
36990
... More
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.
29882.38
246
7360926.67
... More
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).
7312.86
50
368129.37
... More
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)
1328.95
2599
3454725.13
... More
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).
2312.79
2996
6930922.82
... 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.
1360.48
7612
10356490.74
... 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.
13772.55
37
520740.12
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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.
13772.55
13
190061.19
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Providing and laying Bituminous Macadam with 100 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
688.63
8276
5699184.52
... More
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.
344.31
10372
3571272.84
... More
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.
5892
28
168805.8
... More
Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
18590
642
11952254.6
... More
Earth work in excavation of foundation & plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge.
1386.48
270
375597.43
... More
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
6091.53
61
376091.06
... More
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.
1542.89
1151
1776360.11
... More
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.
-
-
-
... More
HPC 1000 mm Dia S/R
70
6435
450518.6
... More
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
2298.5
6241
14345375.22
... More
Upto Bed Level
167.77
6383
1070914.5
... More
Above Bed Level
656.94
6383
4193399.12
... More
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.
-
-
-
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Pire Cap,Dirt wall & guard Post
102.6
2390
245306.34
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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
68.12
8760
596777.52
... More
Abutment & Pier (Above Bed)
47.7
9569
456454.66
... More
Deck slab
59.17
9273
548741.99
... More
Pier cap
2.1
9569
20095.49
... More
Dirt wall
2.7
12817
34607.22
... More
Wing Wall
87.92
16360
1438457.36
... 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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Wearing Coat
8.44
8118
68517.52
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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)
371.81
8784
3266172.38
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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.
67.2
2536
170476.32
... More
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.
54.22
3048
165265.81
... More
Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc.
235.5
46
10851.84
... 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.
18
2771
49886.82
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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
245
144
35446.6
... 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
12208
24416.42
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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
16357
32715.1
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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.
328.51
499
164225.43
... More
Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge.
-
-
-
... More
900 mm Equilateral traingle
6
5372
32232
... More
600 mm Circular
8
4901
39208
... More
800 mm x 600 mm rectangular
5
6266
31330
... More
900 mm high octagon
10
7590
75900
... More
Hazard Marker
4
9384
37536
... 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.
-
-
-
... More
i) 5th Kilometer stone
2
4311
8622.9
... More
iI) Ordinary Kilometer stone
6
2594
15567.6
... More
iii) 200 mm stone
30
740
22220.4
... More
Semi-reflectorised Sign Boards
29
2330
67581.89
... More
200 mm dia RCC guard post.
332
866
287757.68
... 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
188.4
408
77036.76
... More
2 st Year
257.03
408
105099.57
... More
3 st Year
327.06
408
133734.83
... More
4 st Year
394.58
408
161343.76
... More
5 st Year
463.5
408
189525.15
... 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
628
50
31871
... More
2 st Year
856.78
50
43481.59
... More
3 st Year
1090.2
50
55327.65
... More
4 st Year
1315.28
50
66750.46
... More
5 st Year
1544.99
50
78408.24
... 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
628
20
13081.24
... More
2 st Year
856.78
20
17846.73
... More
3 st Year
1090.2
20
22708.87
... More
4 st Year
1315.28
20
27397.28
... More
5 st Year
1544.99
20
32182.14
... 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
921.06
344
317544.65
... More
2 st Year
1256.61
344
433228.86
... More
3 st Year
1598.95
344
551254
... More
4 st Year
1929.07
344
665066.17
... More
5 st Year
2265.98
344
781219.26
... 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
10
1713
17132.1
... More
2 st Year
10
1713
17132.1
... More
3 st Year
10
1713
17132.1
... More
4 st Year
10
1713
17132.1
... More
5 st Year
10
1713
17132.1
... 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
7.37
1538
11337.42
... More
2 st Year
7.37
1538
11337.42
... More
3 st Year
7.37
1538
11337.42
... More
4 st Year
7.37
1538
11337.42
... More
5 st Year
7.37
1538
11337.42
... 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
7.37
893
6582.88
... More
2 st Year
7.37
893
6582.88
... More
3 st Year
7.37
893
6582.88
... More
4 st Year
7.37
893
6582.88
... More
5 st Year
7.37
893
6582.88
... 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
25
176
4402.75
... More
2 st Year
27
176
4754.97
... More
3 st Year
29
176
5107.19
... More
4 st Year
31
176
5459.41
... More
5 st Year
33
176
5811.63
... 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
49
10
537.53
... More
2 st Year
51
10
559.47
... More
3 st Year
53
10
581.41
... More
4 st Year
55
10
603.35
... More
5 st Year
57
10
625.29
... 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
1286.5
3
4708.59
... More
2 st Year
1838.46
3
6728.76
... More
3 st Year
1503.72
3
5503.62
... More
4 st Year
2763.6
3
10114.78
... More
5 st Year
3136.78
3
11480.61
... 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
100
33
3318
... More
2 st Year
100
33
3318
... More
3 st Year
100
33
3318
... More
4 st Year
100
33
3318
... More
5 st Year
100
33
3318
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