Rural Development And Panchayat Raj Department Tender

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Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date8 May 2025
Closing Date16 May 2025
Tender Amount₹ 3,91,11,000 
Notes
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Technical Capacity
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The required prior work experience for the bidder includes completion of similar road works costing more than Rs.33.50 lakhs under a single agreement in the preceding three years. The bidder needs to provide details of such works, including the type and nature of work, location, employer, value of work, agreement number, and stipulated period of contract. The bidder should have completed road construction works of similar nature and magnitude, with a value of at least 50% of the value of the work put to tender in a single contract within the last three years period. The value of the work put to tender is Rs.3,92,00,000/-, so the bidder should have completed similar works with a value of at least 50% of this amount, which is Rs.1,96,00,000/-. The bidder should have satisfactorily completed at least one road work of similar nature with a value of not less than Rs.196.00 Lakhs under a single agreement in any one of the preceding three years. Additionally, the bidder should have a minimum annual financial turnover of more than Rs.196.00 Lakhs in any one of the preceding three years, and a minimum cumulative financial turnover of not less than Rs.588.00 Lakhs from civil engineering constructions in the last three years. In terms of penalty for delay, the bidder will be liable for a penalty of 1% of the value of the defaulted quantity if the work is delayed beyond 60 days, 2% of the value of the defaulted quantity if the work is delayed beyond 120 days, and 3% of the value of the defaulted quantity if the work is delayed beyond 180 days. If the delay is more than 30 days beyond six months, the bidder will be liable for a penalty of 5% of the value of the defaulted quantity.

Costs

Summary

Erode District Improvements Of The Road 1 No. In Package No Tn 12-14 Anthiyur Block Under Mgsmt 2025-26 Phase Ii

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work excavation in all cases of soils except hard roack requiring blasting and depositing on bank within initial lead of 10m & initial lift of 2m including all labour charges and incidental charges such as shorting, strutting, providing coffer dams, bailing out of water as per 20A

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Km 5/60-10/000

1584

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Picking 5cm to 10cm old metalled surface and sectioning -1 Sqm

5500

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Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.

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Km 5/60-6/000

132.5

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Km 6/00-7/000

332.9

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Km 7/00-8/000

331.35

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Km 8/600-9/000

246.36

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Km 9/00-10/000

315.22

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Providing, laying, spreaing and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the amterial 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 a well prepared surface and compacting with vibratory roller to achieve the desired density

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Km 5/600-10/000

2418.8

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Providing and laying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

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Km 5/600-10/000

16125.29

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Providing and laying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

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Km 5/600-10/000

16242.3

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bituminous macadam providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading as per table 500.4 premixed with bituminous binder transported to site laid over a previously prepared surface with paver finished to the required grade level and alignment and rolled to achieve the desired

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Km 5/600-10/000

812.11

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BITUMINOUS CONCRETE 25/30/40 MM THICK USING cmp (Grade-II). Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

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Km 5/600-10/000

406.06

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KM & HM Stone Reinforced cement concrete M15 grade kilometer and Hectometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703

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HM stone

17

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KM stone

5

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Providing and fixing OF Cautionary, mandatory and informatory sign board

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60 Cm Equilateral triangle (Cautionary) Sign Board

12

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Road Stud with Lens

100

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Providing arid erecting Single sided Double Guard Metal Beam Crash Barrier System 1.7Om high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/ 360 and dip galvanized having Zinc Mass of 550gms / sqm, minimum 95Omm above road/ ground level fixed on ISMC series channel vertical post l50x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800rnm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification arid as directed by the Engineer-in-charge

274.4

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Name board

1

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Retaining Wall ch 7/0-8/0

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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc

306

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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Levelling course

30.6

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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Foundation

362.71

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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc.

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Below Ground Level

736

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Supply and fixing weepholes pipes as per specification and as directed by the department officer

80

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Retaining Wall ch 8/0-9/0

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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc

186.45

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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Levelling course

21.53

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Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Foundation

144.89

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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc.

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Below Ground Level

333.5

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roviding and fixing weepholes of 100 mm dia. PVC pipes of required lengths including cost and conveyance of all materials to work site, cost and labour etc complete

70

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Construction of Hardbed shoulder @ ch 8/0-9/0

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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc

40.5

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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for Levelling course

43.2

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Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for corewall

32.4

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Supplying and erecting centering shuttering including necessary supports for plane surface for RCC columns and pedestal beems critical pears etc

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corewall

324

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Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for wearingcoat

30.38

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Construction of Hardbed Wearing @ ch 7/0-8/0

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Construction of un reinforced dowel joint at expansion and construction joint only plain cement concrete pavement thickness as per design over prepared sub base with 43 grade cement or any other type as per clause

13.6

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Construction of Bridge Wearing @ ch 9/0-10/0

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Construction of un reinforced dowel joint at expansion and construction joint only plain cement concrete pavement thickness as per design over prepared sub base with 43 grade cement or any other type as per clause

84.15

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GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction) above this row in column "BB" for all works in this package}

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