Works Department Tender
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Works Department - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 5,75,96,400
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
₹ 5,75,964Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of Katara Parahat Road Under Mmsy-improvement To Existing Rd Road In The Dist Of Jagatsinghpur For The Year 2024-25
Description
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Contact
Tender Id
2025_CERWI_110367_2Tender 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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Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
15
840
12600
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Loosening, Levelling & compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150 mm ,mixed with water at O.M.C. and then compacted by rolling so as to achieve the minimum dry density as given in Table 300-2 for embankment construction and Clause 305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision ) but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge.
475.5
35
17098.98
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specifications for Road & Bridge works (4th revision) but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge..
9498.78
200
1908114.93
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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
1391.86
74
103999.78
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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).
1658.57
50
83492.41
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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.
6761.35
28
193847.9
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Construction of granular Sub base by providing close grade granular sub-base grading-III material as per table-100-1. spreading in uniform layers with motor grader om 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 and Bridges work.
2082.24
3487
7261541.31
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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)
3293.13
4135
13620221.02
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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 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the work hire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
13497.66
38
519929.86
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specification for road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
13497.66
14
189507.15
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Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with 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 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45
674.88
9924
6697785.82
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Providing & laying Semi Dense Bituminous Concrete 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 work site ,laying with a hydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.
337.45
11621
3921783.16
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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.
979.19
7897
7733574.08
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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
1001.73
270
271358.64
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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.
638.07
869
554597.68
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Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.
-
-
-
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600 mm dia Single row
50
3064
153219.5
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Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
33.06
8831
291981.95
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PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.
-
-
-
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Foundation
535.01
6544
3501126.84
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Sub-Structure
973.33
6686
6507762.25
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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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Superstructure
22.44
10636
238678.12
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R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete but excluding the charges of GST in all respect as per the specification and direction of Engineer-in-charge.
6.48
7806
50585.6
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Providing and laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge.
18.24
3884
70850.36
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Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying cinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required.
40.18
3252
130674.6
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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 and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.
410
110
45333.7
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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 & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge.
-
-
-
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Fixing of 5th. Km. Stone
1
4393
4393.42
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Fixing of Km. Stone
5
2615
13078.5
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200 mm Stone (Precast)
14
739
10357.76
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Guide Post (M-20)
140
980
137292.4
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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.but excluding the charges of GST etc complete as per the direction of Engineer-in-Charge.
561.4
280
157725.33
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Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956-09type-III and IV strictly conforming to clause 6.7of IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Aluminium Composite Panel) used for sign boards with a thermo plastic core of blow density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel square post 80mmx80mmx3mm, 2nos and 5nos horizontal and 3no vertical extra supporting member of M.S pipe of size 50mmx50mmx3mm firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete 90cmx90cmx15cm, 150cm below ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curingetc. complete,under supervision of Engineer-In-Charge.Size-12'X8'(3657mm x 2438mm Rectangle)
-
-
-
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Information signs
2
117743
235486.88
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Providing and fixing of typical 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
8998
17996
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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 etc complete including cost conveyance etc required as per specification but excluding the charges of GST & direction of Engineer-in-Charge.
-
-
-
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600mm equilateral triangle
11
2254
24800.93
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600mm Circular
11
2090
22999.79
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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
22.05
408
9016.24
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2nd year
29.33
408
11993.04
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3rd year
36.82
408
15055.7
... More
4th year
44.1
408
18032.49
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5th year
51.38
408
21009.28
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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
73.5
51
3780.84
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2nd year
97.76
51
5028.77
... More
3rd year
122.75
51
6314.26
... More
4th year
147
51
7561.68
... More
5th year
171.26
51
8809.61
... 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.
-
-
-
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1st year
47.25
20
984.22
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2nd year
62.84
20
1308.96
... More
3rd year
78.91
20
1643.7
... More
4th year
94.5
20
1968.44
... More
5th year
110.09
20
2293.17
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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
818.13
362
296171.24
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2nd year
1104.48
362
399832.8
... More
3rd year
1390.82
362
503490.75
... More
4th year
1677.17
362
607152.31
... More
5th year
1963.51
362
710810.26
... 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 of MORD and as per direction of the Engineer in charge.
-
-
-
... More
1st year
6
1713
10279.26
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2nd year
6
1713
10279.26
... More
3rd year
6
1713
10279.26
... More
4th year
6
1713
10279.26
... More
5th year
6
1713
10279.26
... More
Maintenance of 200 metre, km stones & 5th Km stones 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 of MORD as per direction of the Engineer in charge.
-
-
-
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1st year
3.5
1005
3518.13
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2nd year
3.5
1005
3518.13
... More
3rd year
3.5
1005
3518.13
... More
4th year
3.5
1005
3518.13
... More
5th year
3.5
1005
3518.13
... 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
35
176
6163.85
... More
2nd year
47
176
8277.17
... More
3rd year
58
176
10214.38
... More
4th year
70
176
12327.7
... More
5th year
82
176
14441.02
... 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
140
10
1535.8
... More
2nd year
186
10
2040.42
... More
3rd year
234
10
2566.98
... More
4th year
280
10
3071.6
... More
5th year
326
10
3576.22
... 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
73.5
3
269.01
... More
2nd year
97.76
3
357.8
... More
3rd year
124.95
3
457.32
... More
4th year
147
3
538.02
... More
5th year
171.26
3
626.81
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