Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2025
Closing Date12 Feb 2025
Tender Amount₹ 2,68,48,000 
Notes
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Bid Capacity
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Assessed Available Bid capacity = ( A*N*M - B ) Where: A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). M = 2.5 B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes information on similar works completed as a prime contractor in the same name and style, with quantities of work executed in the last five years. The bidder should provide details on work performed, including earthworks, granular sub-base and base, and plant mix paver laid bituminous work, supported by a certificate from the Engineer-in-charge. The bidder should have completed similar works, with a stipulated period of completion and actual date of completion. The value and percentage of similar works completed are not explicitly mentioned, but the bidder is required to have achieved a minimum financial turnover in any one year, equal to the estimated cost of works, and satisfactorily completed at least one similar work equal in value to one-third of the estimated cost of work. The bidder is required to have a minimum amount of liquid assets and/or credit facilities, with a net value of 10% of the contract value. The available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years, updated to the price level of the last year at the rate of 8 percent a year. Specifically, the bidder should have: - Achieved in any one year a minimum financial turnover of at least the amount equal to the estimated cost of works. - Satisfactorily completed, as prime Contractor, at least one similar work equal in value to one-third of the estimated cost of work. - Invested a minimum of 10% of the value of the work. - Provided information on the total annual volume of civil engineering construction work executed and payments received in the last five years, in Rs. In Lacs. Values like amount and percentage mentioned include: - 10% of the contract value for liquid assets and/or credit facilities. - 8 percent for a year for indexing the turnover. - One-third of the estimated cost of work for similar work completion. - The estimated cost of works for minimum financial turnover.

Costs

Description

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BOQ Items

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Granular Sub-base (Grading-I) By Mix in Place Method :- Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.[MORTH Ref. SI No. 4.01 B - 401.]

805.12

4840

3896780.8

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Wet Mix Macadam :- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [MORTH Ref. SI No. 4.14 B - 406.]

603.84

5495

3318100.8

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Stablized Wet Mix Macadam(Using 3.5% emulsion SS-2 & 1% OPC 43 grade cement) :- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver. [MORTH Ref. SI No. 4.15 - 406.]

571.2

9890

5649168

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Tack Coat :- Providing and applying tack coat with bitumen(VG 10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.[MORTH Ref. SI No. 5.02 - 503.] ( Including cost of Bitumen VG -10 )

9520

12

114240

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Dense Graded Bituminous Macadam Grading II :- Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. [MORTH Ref. SI No. 5.04 B - 505.]( Including cost of Bitumen VG -30 )

238

12750

3034500

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Bituminous Concrete Grading II :- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG 30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. [MORTH Ref. SI No. 5.05 B - 507.] ( Including cost of Bitumen VG -30 )

142.8

14290

2040612

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Cast in Situ Cement Concrete M20 Kerb :- Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409.[MORTH Ref. SI No. 8.01 - 409.]

1700

620

1054000

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Rubber moulded by vibratory Technique reflective Zig-Zag 80mm. Thick tiles of precost compressed C.C. passing minimum 30 megapascle compressive strength I.S.I marked :- Laying of 80 mm thick pre moulded inter locking paver tiles over 20 cm compected GSB including 4 cm thick coarse sand bed over prepared surface including all labour T&P etc. required for proper completion of work.[MORD Ref. SI No. 6.7 - 1500.]

1140

1900

2166000

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PCC Grade M15 :- Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications.[MORTH Ref. SI No. 12.08 A Case II - 1500,1700 & 2100.]

8

8510

68080

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PCC Grade M20 :- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[MORTH Ref. SI No. 12.08 B Case II - 1500,1700 & 2100.]

8

9150

73200

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Construction of subgrade and earthen shoulders :- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [MORTH Ref. SI No. 3.18 - 305.] (Carted Earth)

890

270

240300

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. :- Providing and Laying of hot applied thermo plastic compound 2.5 mm thick including reflecto rising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass breads as per IRC 35.The finished surface to be level uniform & free from streaks and hole. [MORTH Ref. SI No. 8-13 - 803.]

830

618

512940

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated / Tranvers bar) :- Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes.[MORTH Ref. SI No. 8-13 - 803.]

450

840

378000

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Type - A, "W" : Metal Beam Crash Barrier :-Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.[MORTH Ref. SI No. 8-23 A -811.]

560

3107

1739920

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminum sheeting vide clause 801.3, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign Shall be maintained as per section 12 of IRC 67. 90 cm high octagon : (Stop Sign Board ) [MORTH Ref. SI No. 8.04 B -801.]

8

4824

38592

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminum sheeting vide clause 801.3, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign Shall be maintained as per section 12 of IRC 67. 90 cm high octagon : 30 x 90 cm (Left/Right) : Object Hazard [MORTH Ref. SI No. 8.04 B -801.]

16

4555

72880

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Direction and place Identification signs with size more than 0.90 sqm size Board :- Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing [MORTH Ref. SI No. 8.05 B -801.] For Truck Lay -By Sign

2.16

6347

13709.52

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Direction and place Identification signs with size more than 0.90 sqm size Board :- Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing: [MORTH Ref. SI No. 8.06 B -801.] For Truck Lay -By Sign

12.96

6996

90668.16



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