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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 'B' Class for Individual registered Contractors belonging to Schedule Caste and Schedule Tribe, however, for others, it is "Super class / special class / A class contractors".
Bid Capacity
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The bid capacity required in the given tender to bid can be 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 with an escalation factor of 10% per year.
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. Alternatively, the bid capacity required in terms of evaluation marks is 80, which is 80% of the total marks allocated for the machinery and equipment. Additionally, the bid capacity can also be determined by the bidder's ability to secure 80% marks in aggregate for the equipment listed, with specific weights assigned to each, using the formula: Bid Capacity = (Sum of points for each equipment meeting the specification) / Total points * 100 The bidder needs to ensure that the sum of points for the equipment they possess meets or exceeds 80 points to qualify for the tender. The formula to determine if a bidder qualifies is: Qualification = (Bid Capacity >= 80) If the Bid Capacity is 80 or more, the bidder qualifies; otherwise, they do not.
Technical Capacity
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The required prior work experience for the bidder includes having completed civil engineering works in the last 5 years, with the value of works executed during this period being: - Year 1 (FY 2019-20): Rs. 1.61 lakhs
- Year 2 (FY 2020-21): Rs. 1.46 lakhs
- Year 3 (FY 2021-22): Rs. 1.33 lakhs
- Year 4 (FY 2022-23): Rs. 1.21 lakhs
- Year 5 (FY 2023-24): Rs. 1.10 lakhs
The bidder should certify the maximum updated value of civil engineering works executed during the last 5 years, considering the escalation factor. The percentage of similar works completed is not explicitly mentioned. However, it is mentioned that if the rate quoted by the bidder is less than 15% of the tendered amount, the bid shall be rejected. Additionally, the bidder must have prior work experience with a maximum value of works executed in any one year, updated to the current price level, taking into account completed and ongoing works. The bidder's available bid capacity should be more than the total estimated cost of the works. The bidder should have completed works with a value that allows them to meet the aggregate qualifying criteria for individual contracts, and secure at least 80% marks in aggregate for the principal machineries/equipments. The bidder should also provide information on the total value of civil engineering construction work performed in the last five years, along with a certificate from a Chartered Accountant, and a statement showing the value of existing commitments and ongoing works till the stipulated period of completion.
Costs
EMD
₹ 4,57,111Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From Patharchand To Bankal Road Brahmanabhuin Under Mmsy-cmrl In The Dist Of Cuttack For The Year 2024-25
Description
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Contact
Tender Id
2025_CERWI_110367_7Tender No
Tender Online RWC - 02/25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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With mechanical lead upto 1000m
22945.67
200
4609326.19
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
140.07
74
10466.03
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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).
1367.46
50
68837.94
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Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
13362.94
28
383115.49
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Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.
60.9
834
50827.14
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Construction of granular sub-base by providing granular sub-base grading-III material as per table-100-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specifications for Road & Bridges work (4th Revision)(A/R-2006 page-160 item No-39).
3513.34
2482
8722744.89
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Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
2788.36
2932
8176865.7
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
18589.05
38
712146.51
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
18589.05
13
259689.03
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Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
464.73
10265
4770820.59
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
46.11
5776
266365.02
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
346.09
7045
2438214.43
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CULVERTS & PROTECTION
-
-
-
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
1865.14
270
505247.77
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Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
365.5
834
305046.3
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Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification.
332.61
5776
1921398.17
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Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.
1447.28
5918
8566102.97
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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
-
-
-
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Foundation
31.5
6974
219684.47
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Substructure
22.84
9430
215383.71
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Superstructure
31.5
9068
285648.62
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
14
2389
33456.08
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
3.94
6990
27541.94
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
81.27
8793
714616.86
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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
-
-
-
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600 mm dia Single row
30
2813
84396.9
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1000 mm dia Single row
22.5
6362
143160.3
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Rough Stone Dry Packing in approns and Revetment with hard Granite Stones.
27
2489
67225.41
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
17.77
2960
52608.62
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Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.
-
-
-
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Weepholes
800
110
88384
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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 welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing .
1
11888
11888.09
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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
16
2245
35927.52
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600mm Circular
16
2321
37138.56
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Providing and fixing of typical PMGSY Citizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1
2
15858
31716.28
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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification.
-
-
-
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Fixing of 5th. Km. Stone
1
4109
4109.09
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Fixing of Km. Stone
4
2451
9807.4
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Fixing or 200m Stone
22
708
15589.64
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Guide Post (M-20)
85
819
69660.05
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Maintenance
-
-
-
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Restoration of rain cuts with soil, 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 drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
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1st Year
123.86
408
50646.35
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2nd Year
138.72
408
56722.61
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3rd Year
148.63
408
60774.81
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4thYear
222.95
408
91164.25
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5th Year
247.72
408
101292.71
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Making up loss 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 MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
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1st Year
737.25
51
37924.14
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2nd Year
884.7
51
45508.97
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3rd Year
958.43
51
49301.64
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4thYear
1032.15
51
53093.8
... More
5th Year
1172.23
51
60299.51
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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.
-
-
-
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1st Year
737.25
20
15356.92
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2nd Year
810.98
20
16892.71
... More
3rd Year
958.43
20
19964.1
... More
4thYear
1179.6
20
24571.07
... More
5th Year
1327.05
20
27642.45
... More
Repair to 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 C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
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1st Year
147.45
336
49581.54
... More
2nd Year
294.9
336
99163.07
... More
3rd Year
427.61
336
143788.14
... More
4thYear
442.35
336
148744.61
... More
5th Year
545.57
336
183453.37
... More
Cutting of branches of trees 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 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st Year
49
176
8629.39
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2nd Year
49
176
8629.39
... More
3rd Year
49
176
8629.39
... More
4thYear
49
176
8629.39
... More
5th Year
49
176
8629.39
... More
Cutting of shurb 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 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st Year
197
10
2161.09
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2nd Year
197
10
2161.09
... More
3rd Year
197
10
2161.09
... More
4thYear
197
10
2161.09
... More
5th Year
197
10
2161.09
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st Year
1695.68
3
6206.19
... More
2nd Year
2034.82
3
7447.44
... More
3rd Year
2373.95
3
8688.66
... More
4thYear
2713.09
3
9929.91
... More
5th Year
3052.22
3
11171.13
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