Works Department Tender

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Works Department - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date19 Feb 2025
Closing Date7 Mar 2025
Tender Amount₹ 4,41,67,400 
Notes
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Class Of Bidder
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The class eligibility requirements to bid or participate in this tender are Special Class, A Class, and B Class.
Bid Capacity
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The bid capacity required in the given tender 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) N = Number of years prescribed for completion of the works 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. Additionally, to qualify for a package of contracts, the bidder must demonstrate having bid capacity sufficient to meet the aggregate of the qualifying criteria for the individual contracts, and secure 80% marks in aggregate, which translates to at least 80 marks out of 100. The value is 80. The formula is (Total marks obtained by the bidder / 100) * 100 >= 80 or Total marks obtained by the bidder >= 80. The bidder needs to have a combination of machineries that gives an aggregate of at least 80 marks. The specific details about a required "bid capacity" in terms of a formula or a specific value are partially mentioned, focusing on the items with specific capacity or quantity requirements and the marks for each machinery. The bid capacity can be partially quantified with the provided values and formulas. The bid capacity required can be summarized as follows, focusing on the items with specific capacity or quantity requirements: - Hot Mix Plant: ≥ 60-90 TPH - Power Road Roller: 8-10 Tons - Water Tanker: ≥ 5 Kilos - Tipper: 10 Tons (each, with 2 required) - Generator: ≥ 33 KVA The minimum aggregate marks required to qualify is 80% of 100, which is 80. So, the bidder needs to have a combination of machineries that gives an aggregate of at least 80 marks. The bid capacity required in the given tender includes: 1. Hot Mix Plant: 60-90 TPH & above (1 No.) 2. Paver Finisher: Hydrostatic with sensor control/Mechanical paver finisher (1 No.) 3. Front end loader: 1 No. 4. Vibratory Roller/Tandem roller: 8-10 Ton capacity (1 No.) 5. Power Road roller: 8-10 Ton capacity (1 No.) 6. Hydraulic Excavator: 1.00 cum bucket (1 No.) 7. Concrete Mixer: 15-20 cum (2 Nos.) 8. Water Tanker: 5 Kilo capacity and above (1 No.) 9. Tipper: 10 ton capacity (2 Nos.) 10. Generator: 33 KVA capacity (1 No.) The bid capacity required to qualify is to secure at least 80% of the total marks, which translates to at least 80 marks out of 100. The value is 80. The formula is (Total marks obtained by the bidder / 100) * 100 >= 80 or Total marks obtained by the bidder >= 80. The bidder needs to have the following machineries with the corresponding marks: - Hot Mix Plant: 10 marks - Paver Finisher: 20 marks - Front end loader: 5 marks - Vibratory Roller: 10 marks - Power Road roller: 10 marks - Hydraulic Excavator: 10 marks - Concrete Mixer: 10 marks - Water Tanker: 10 marks - Tipper: 10 marks - Generator: 5 marks The minimum aggregate marks required to qualify is 80% of 100, which is 80. So, the bidder needs to have a combination of machineries that gives an aggregate of at least 80 marks. The bid capacity required in the given tender to bid having value and formulas is: Assessed Available Bid Capacity = (A * N * 2) - B and Total marks obtained by the bidder >= 80. The value is 80. The formula to calculate the aggregate marks is: Aggregate Marks = (Sum of marks for each machinery) The bid capacity required to qualify is to secure at least 80% of the total marks, which translates to at least 80 marks out of 100. The bid capacity required in the given tender includes the specific requirements mentioned for each type of equipment and the marks for each machinery. The bid capacity required can be partially quantified with the provided values and formulas. The bid capacity required in the given tender to bid having value and formulas is found. The bid capacity required is: 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) N = Number of years prescribed for completion of the works B = Value at current price level of
Technical Capacity
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The required prior work experience for the bidder is related to the maximum value of works executed in any one year, as reported in Schedule – H and certified by a Chartered Accountant, during the last five years. The available bid capacity is calculated using the formula: Assessed Available Bid Capacity = (A*N*2-B), where A = Maximum value of works executed in any one year, B = Value at current price level of existing commitments and ongoing works to be completed during the time period stipulated in the contract data, and N = Number of years prescribed for completion of the works for which bids are invited. There is no specific percentage of similar works completed mentioned, but the bidder's available bid capacity should be more than the total estimated cost of the works mentioned in Contract Data. The bidder must demonstrate having bid capacity sufficient to meet the aggregate of the qualifying criteria for individual contracts, in case of a package of contracts. No specific amount is mentioned for similar works completed, but the bidder's experience and capacity will be evaluated based on the maximum value of works executed in any one year and the available bid capacity. The rate of inflation may be taken as 10 per cent per year.

Costs

Summary

Construction Of Road From Kothia Sahi Kujanga-balitutha Road To Karatutha Via Chardia 5.00 Km Of G.p Of Bagoi Under Mmsy-trip In The Dist Of Jagatsinghpur For The Year 2024-25

Description

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BOQ Items

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DO_NOT_SHOW

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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..

6057.47

200

1216824.57

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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

572.78

74

42798.12

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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).

1156.76

50

58231.3

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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.

4494

28

128842.98

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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.

1412.6

3134

4428232.61

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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)

873.54

3732

3260348.28

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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.

5729.85

38

221687.9

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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.

5729.85

14

80790.89

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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.

143.25

11251

1611717.21

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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.

2079.62

7917

16465058.61

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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.

1079.73

270

292488.06

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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.

414.99

920

382110.34

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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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-

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600 mm dia Single row

7.5

3186

23901.9

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1000 mm dia Single row

37.5

6985

261955.5

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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.

173.14

8845

1531598.93

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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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-

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Foundation

599.98

6510

3906307.79

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Sub-Structure

794.58

6652

5286157.99

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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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-

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Foundation

61.88

7833

484745.64

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Substructure

40.06

9816

393235.77

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Superstructure

61.88

10693

661702.64

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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

27.5

2343

64449.28

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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.

7.73

7865

60802.71

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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.

49.51

3549

175752.08

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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.

115.71

2973

344060.21

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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.

294

110

32554.62

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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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-

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Fixing of 5th. Km. Stone

1

4392

4392.36

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Fixing of Km. Stone

5

2614

13074.35

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200 mm Stone (Precast)

20

739

14799

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Guide Post (M-20)

200

913

182692

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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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-

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Information signs

2

117766

235533.56

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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

15

2254

33810.9

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600mm Circular

15

2090

31355.7

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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

20.25

408

8280.23

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2nd year

26.93

408

11011.68

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3rd year

33.82

408

13829

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4th year

40.5

408

16560.45

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5th year

47.18

408

19291.9

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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

67.5

51

3472.2

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2nd year

89.78

51

4618.28

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3rd year

112.73

51

5798.83

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4th year

135

51

6944.4

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5th year

157.28

51

8090.48

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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

67.5

20

1406.02

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2nd year

89.78

20

1870.12

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3rd year

112.73

20

2348.17

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4th year

135

20

2812.05

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5th year

157.28

20

3276.14

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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

606.75

351

213375.77

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2nd year

825.18

351

290191.05

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3rd year

1043.61

351

367006.33

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4th year

1268.11

351

445956.24

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5th year

1492.61

351

524906.16

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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.

-

-

-

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1st year

7

1713

11992.47

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2nd year

7

1713

11992.47

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3rd year

7

1713

11992.47

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4th year

7

1713

11992.47

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5th year

7

1713

11992.47

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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

5

1005

5025.9

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2nd year

5

1005

5025.9

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3rd year

5

1005

5025.9

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4th year

5

1005

5025.9

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5th year

5

1005

5025.9

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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.

-

-

-

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1st year

50

176

8805.5

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2nd year

67

176

11799.37

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3rd year

84

176

14793.24

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4th year

100

176

17611

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5th year

117

176

20604.87

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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.

-

-

-

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1st year

200

10

2194

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2nd year

266

10

2918.02

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3rd year

334

10

3663.98

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4th year

400

10

4388

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5th year

466

10

5112.02

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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

-

-

-

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1st year

67.5

3

247.05

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2nd year

89.78

3

328.59

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3rd year

114.75

3

419.99

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4th year

135

3

494.1

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5th year

157.28

3

575.64



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