Rural Development Department Tender
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Technical
Technical
Bid Capacity
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To extract the bid capacity required in the given tender, we can look at the provided formulas and requirements. The bid capacity 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)
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 (for work completion period less than one year, the value may be taken as one year) Additionally, the bidder must secure at least 80% of the total bid capacity (100) to qualify, which can be calculated as: Minimum Qualifying Bid Capacity = 0.8 * Total Bid Capacity Requirement = 0.8 * 100 = 80 The Earnest Money Deposit (EMD) is calculated as 1% of the estimated cost put to tender, and the Additional Performance Security is calculated based on the difference between the estimated cost and the bid amount. Therefore, the bid capacity required in the given tender can be calculated using the provided formulas, and the minimum qualifying bid capacity is 80. The formulas for calculating the bid capacity required are:
1. Assessed Available Bid Capacity = (A * N * 2) - B
2. Minimum Qualifying Bid Capacity = 0.8 * 100 = 80
3. EMD = 1% of the estimated cost put to tender
4. Additional Performance Security: - For differences < 5%: 0 - For 5% ≤ difference < 10%: 50% of (estimated cost - bid amount) - For difference ≥ 10%: 150% of (estimated cost - bid amount) Answer: FOUND Bid Capacity Requirement = (A * N * 2) - B, where A, B, and N have specific meanings as defined, and Minimum Qualifying Bid Capacity = 80.
Technical Capacity
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The bidder should have experience in works similar in nature to the work being tendered, with a list of such projects to be provided in Schedule-D. The bidder must also have completed a certain value of civil engineering construction work in the last five years, with a certificate from a Chartered Accountant. However, specific values and percentages for similar works completed are not mentioned, except that the bidder must secure 80% marks in aggregate to qualify.
Costs
EMD
₹ 3,82,917Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Salapada, Rampursagadi, Goleipur, Soti, Damodarpur To Narapada Under Korei Block Road In The Dist. Of Jajpur Under Mmsy-trip For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_109878_3Tender No
Tender Online RCK-25/24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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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).
394.32
50
19850.07
... More
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.
7648.13
28
219118.92
... More
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.
3434.1
2528
8682194.64
... More
Providing , Laying, spreading and compacting graded stone aggregates in Wet Mix Macadam as per specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge.
2165.91
2931
6349755.03
... More
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.
12048.75
37
454117.39
... More
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.
12048.75
13
165790.8
... More
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.
301.22
10349
3117401.09
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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.
860.63
7219
6213146.16
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CD works
-
-
-
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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.
563.32
270
152597.75
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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.
114.53
835
95713.87
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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
22.5
2656
59779.35
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1000 mm dia Single row
30
6102
183061.5
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1000mm dia Double row
15
6102
91530.75
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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
155.93
5920
923114.96
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Sub-Structure
505.02
6062
3061481.74
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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.
221
110
24486.8
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Traffic Signs, Markings and Road Appurtenan`ces, Road Safety and Road Furniture
-
-
-
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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
3994
3994.27
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Fixing of Km. Stone
4
2376
9504.88
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200 mm Stone (Precast)
18
696
12544.74
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Guide Post (M-20)
88
849
74772.72
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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring but excluding the charges of GST etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.
-
-
-
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Information signs
2
11760
23520.44
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Providing and fixing of typical MMSY 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
13
2137
27788.15
... More
600mm Circular
13
1986
25821.12
... More
Maintenance
-
-
-
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Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
-
-
-
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1st Year
11.88
390
4637.36
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2nd Year
15.8
390
6167.53
... More
3rd Year
19.84
390
7744.54
... More
4th Year
23.76
390
9274.72
... More
5th Year
27.68
390
10804.89
... More
Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
39.6
48
1911.89
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2nd Year
52.67
48
2542.91
... More
3rd Year
66.13
48
3192.76
... More
4th Year
79.2
48
3823.78
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5th Year
92.27
48
4454.8
... More
Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
29.7
18
545
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2nd Year
39.5
18
724.83
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3rd Year
49.6
18
910.16
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4th Year
59.4
18
1089.99
... More
5th Year
69.2
18
1269.82
... More
Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
561
331
185803.2
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2nd Year
761.28
331
252135.94
... More
3rd Year
964.92
331
319581.5
... More
4th Year
1165.76
331
386099.71
... More
5th Year
1374.45
331
455217.84
... More
Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.
-
-
-
... More
1st Year
8
1713
13705.68
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2nd Year
8
1713
13705.68
... More
3rd Year
8
1713
13705.68
... More
4th Year
8
1713
13705.68
... More
5th Year
8
1713
13705.68
... More
Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
4.4
867
3817.4
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2nd Year
4.4
867
3817.4
... More
3rd Year
4.4
867
3817.4
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4th Year
4.4
867
3817.4
... More
5th Year
4.4
867
3817.4
... More
Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
44
176
7748.84
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2nd Year
59
176
10390.49
... More
3rd Year
73
176
12856.03
... More
4th Year
88
176
15497.68
... More
5th Year
103
176
18139.33
... More
Cutting of shrubs from roadway or with in R.O.W. and disposal of shrubs to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
... More
1st Year
176
10
1930.72
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2nd Year
234
10
2566.98
... More
3rd Year
294
10
3225.18
... More
4th Year
352
10
3861.44
... More
5th Year
410
10
4497.7
... More
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
59.4
3
217.4
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2nd Year
79
3
289.14
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3rd Year
99.2
3
363.07
... More
4th Year
118.8
3
434.81
... More
5th Year
138.4
3
506.54
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