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 'A'.
Bid Capacity
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The formula for Assessed Available Bid Capacity is A*N*2-B, where A is the maximum value of works executed in a year, B is the value of existing commitments, and N is the number of years for completion of the works.
Technical Capacity
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The bidder must demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. They should have completed similar civil engineering works. Specifically, the bidder should 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 value of work executed by the applicant shall be updated to the current price level using the escalation factor. The bidder should have a total financial turnover in respect of Civil Engineering works of an amount not less than the amount put to tender during any three financial years taken together of the last preceding five financial years. The bidder must secure 80% marks in aggregate to qualify. The bidder should have completed similar works with a value of at least 75% of the estimated cost put to tender. The percentage of similar works completed is 75% of the estimated cost put to tender. The bidder needs to provide details of work performed as a prime contractor in the same name and style on construction works of a similar nature and volume over the last five years. The bidder should have work experience as a prime contractor on construction works of a similar nature and volume over the last five years from the date of receipt of the bid. They need to attach a certificate from the Engineer-in-Charge, not below the rank of Executive Engineer, for the similar nature of work executed. Format-I requires the bidder to provide details of similar nature of works executed, certified by the concerned Superintending/ Executive Engineer. The bidder also needs to provide an Annual Turnover Certificate from a Chartered Accountant for the last five financial years, with a break-up of civil works and total works for each financial year, along with a Balance Sheet and Profit & Loss Statement. The available bid capacity will be calculated as under: 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). The bidder must have completed works of a certain value to be eligible, but the exact amount is not specified. However, the bidder's total financial turnover should be at least equal to the amount put to tender. The bidder should have a total financial turn over in respect of Civil Engineering works of an amount not less than the amount put to tender during any 3 (three) financial years taken together of the last proceeding five financial years. The value of works already executed and the value of works remaining to be completed should be provided. The bidder needs to provide information on annual turnover, along with a profit and loss statement and balance sheet from a registered C.A. The bidder shall furnish the information on Annual turn over (ATO)(certificate as per Format VII enclosed) along with profit and Loss statement and balance sheet from a registered C.A. showing clearly the financial yearwise value of civil engineering works executed with updated values (considering escalation factor) mentioning UDIN number. In terms of specific values, the escalation factors range from 1.10 for the most recent year to 1.61 for the year 2019-20. The bidder must certify the maximum updated value of civil engineering works executed during one of the last 5 years, considering the escalation factor.
Costs
EMD
₹ 4,98,336Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From Dangapal To Dhengurijore Road Under Mmsy-cmrl Scheme In The District Of Deogarh For The Year 2024-25.construction Of Road From Dangapal To Dhengurijore Road Under Mmsy-cmrl Scheme In The District Of Deogarh For The Year 2024
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_111792_1Tender No
ROAD TENDER ONLINE RWCSBP-22/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Upto 600mm dia
7.5
285
2139.3
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600mm to 900mm dia
22.5
383
8636.18
... 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.
1188
6
7128
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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.
2970
24
74042.1
... More
Earth work in excavation of in hard or gravelly soil with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and as per the direction of Engineer -in –charge.
10878.45
225
2455810.09
... More
Earth work in excavation of in stoney earth with initial lead and lift including dressing the sides & leveling the bed of the foundation to the required width & required depth including dewatering if necessary and stacking the excavated materials away from working area etc.complete and as per specification and as per the direction of Engineer-in-charge.
572.55
352
201577.68
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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.
14412.59
200
2895201.08
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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).
2520.08
50
126860.83
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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)
1775.66
2484
4411272.14
... 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).
1650.81
2879
4752698.5
... 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.
823.82
7615
6273578.78
... 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.
10721.48
36
389296.94
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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.
10721.48
13
142274.04
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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.
268.04
9943
2665317.39
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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.
4204.5
31
131474.72
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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.
1761.54
270
477201.19
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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
1287
74
96164.64
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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.
195.08
1843
359594.87
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Unit cost of NP3 hume pipes including cost of labour for laying hume pipes and as per the direction of Engineer in charge.
-
-
-
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HPC 600 mm Dia
15
3163
47459.25
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HPC 1000 mm Dia
22.5
6947
156311.78
... 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
242.99
6405
1556428.71
... More
Upto Bed Level
739.43
6547
4841314.4
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Above Bed Level
308.92
6470
1998737.11
... 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.
105.32
2395
252314.07
... More
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
166.41
8726
1452221.8
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Abutment & Pier (Above Bed)
179.31
9832
1763058.4
... More
Deck slab
167.82
9240
1550821.26
... More
Pier cap/Bed Block
17.78
9536
169562.88
... More
Dirt wall
6.78
12789
86715.32
... 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
15.48
8081
125098.37
... More
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)
605.27
8812
5334232.4
... More
Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete.
283.36
975
276451.68
... More
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.
122.48
1008
123486.79
... 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.
204
3006
613285.2
... More
Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc.
701.87
46
32342.17
... 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.
451.65
2691
1215516.61
... More
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
252.06
145
36639.44
... More
Providing and fixing of typical MMSY 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
12230
24460.2
... More
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
16404
32808.9
... 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
Ordinary Kilometer stone
5
2618
13092.6
... More
200 mtr stone
16
745
11926.56
... More
Semi-reflectorised Sign Boards
10
2342
23428.7
... More
200 mm dia RCC guard post.
190
884
168148.1
... 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
136.35
408
55753.52
... More
2nd Year
188.84
408
77216.68
... More
3rd Year
242.93
408
99334.08
... More
4th Year
294.46
408
120404.69
... More
5th Year
347.27
408
141998.7
... 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
454.49
50
23065.37
... More
2nd Year
629.46
50
31945.1
... More
3rd Year
809.76
50
41095.32
... More
4th Year
981.53
50
49812.65
... More
5th Year
1157.56
50
58746.17
... 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
454.49
20
9467.03
... More
2nd Year
629.46
20
13111.65
... More
3rd Year
809.76
20
16867.3
... More
4th Year
981.53
20
20445.27
... More
5th Year
1157.56
20
24111.97
... 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
454.49
336
152885.89
... More
2nd Year
629.46
336
211744.05
... More
3rd Year
809.76
336
272395.17
... More
4th Year
981.53
336
330176.88
... More
5th Year
1157.56
336
389391.61
... 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
12
1713
20558.52
... More
2nd Year
12
1713
20558.52
... More
3rd Year
12
1713
20558.52
... More
4th Year
12
1713
20558.52
... More
5th Year
12
1713
20558.52
... 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
1538
6153.28
... More
2nd Year
4
1538
6153.28
... More
3rd Year
4
1538
6153.28
... More
4th Year
4
1538
6153.28
... More
5th Year
4
1538
6153.28
... 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
893
3572.8
... More
2nd Year
4
893
3572.8
... More
3rd Year
4
893
3572.8
... More
4th Year
4
893
3572.8
... More
5th Year
4
893
3572.8
... 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
28
176
4931.08
... More
2nd Year
30
176
5283.3
... More
3rd Year
32
176
5635.52
... More
4th Year
34
176
5987.74
... More
5th Year
36
176
6339.96
... 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
57
10
625.29
... More
2nd Year
59
10
647.23
... More
3rd Year
61
10
669.17
... More
4th Year
63
10
691.11
... More
5th Year
65
10
713.05
... 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
1029.85
3
3769.25
... More
2nd Year
1494.69
3
5470.57
... More
3rd Year
1186.69
3
4343.29
... More
4th Year
2115.51
3
7742.77
... More
5th Year
2426.5
3
8880.99
... 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
120
33
3981.6
... More
2nd Year
120
33
3981.6
... More
3rd Year
120
33
3981.6
... More
4th Year
120
33
3981.6
... More
5th Year
120
33
3981.6
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