Rural Development And Panchayat Raj Department Tender

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The RDPR has issued a formal invitation for competitive bids for the Rural Development And Panchayat Raj Department project, for Strengthening And Five Year Maintenance To The Vilathupatti To Oorapatti Road Km 0/0- 1/5 In Vilathupatti Panchayat (r 438) in Pudukkottai, Tamil Nadu, with an estimated contract value of Rs. 86,00,000. The bid opening date for this tender is 10-06-2025 and the last date for bid submission is 25-06-2025. Interested bidders for Rural Development And Panchayat Raj Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Development And Panchayat Raj Department - RDPR Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jun 2025
Closing Date25 Jun 2025
Tender Amount₹ 86,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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PICKING BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

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Km 0/0-1/500

1796.5

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Earth Work 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 em

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Km 0/0-1/500

515.59

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Gravel Shoulder Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS

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Km 0/0 - 1/000

113.16

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Km 1/00 - 1/500

59.3

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WET MIX MACADAM Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250

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Km 0/0 - 1/000

560.72

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Km 1/00 - 1/500

277.99

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PRIMER COAT Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., Complete

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Km 0/0-1/500

5591.38

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TACK COAT Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete

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Km 0/0-1/500

5591.38

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BITUMINOUS CONCRETE BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5

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Km 0/0 - 1/000

93.46

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Km 1/00 - 1/500

46.34

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Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

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Km 0/0-1/500

300

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Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

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Providing KM stones (1.65*0.45*0.15)

1

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Providing HM stones (0.75*0.23*0.10)

6

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Provision for Hard Bed @ch 53-108m

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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

11.4

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 an

26.61

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Provision for Bitumen Tar Pad

1

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Cos. Of Retaing wall @ 265 to 300

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Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.

56.7

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Filling with M. sand including cost and conveyance and all labour charges etc completed.

4.73

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Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.

9.45

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Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.

73.5

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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

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Below sill level

64.11

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Above sill level

108.5

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supplying and filling of course gravel including cost and conveyance to road site and stacking to departmental gauge for premeasurement etc.,complete

23.63

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Provision for Wheep hole Pipes 100mm dia PVC Pipe

1

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Const. of RCC Pipe Culvert @ 0/615

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Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.

21.03

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Filling with M.sand including cost and conveyance and all labour charges etc completed.

2.26

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Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.

4.57

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Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.

23.02

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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

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Below sill level

22.41

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Above sill level

41.25

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Cost & Supply of RCC Pipe 900mm dia (NP3)

7.5

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supplying and filling of course gravel including cost and conveyance to road site and stacking to departmental gauge for premeasurement etc.,complete

6.78

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Const. of RCC Deck Slab Culvert ( 1.50 x 1.00)@ 1/323

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Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.

63.27

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Filling with M.sand including cost and conveyance and all labour charges etc completed.

3.33

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Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.

6.66

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Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.

52.07

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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

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Below sill

64.8

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Above sill

82.02

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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.

0.35

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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

3.31

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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

3.36

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Provision for Weepholes

10

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Const. of RCC Deck Slab Culvert ( 1.50 x 1.00)@ 1/467

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Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.

63.27

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Filling with M.sand including cost and conveyance and all labour charges etc completed.

3.33

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Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.

6.66

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Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges and all other incidental charges etc., completed.

52.07

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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.

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Below sill

64.8

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Above sill

82.02

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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.

0.35

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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

3.31

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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

3.36

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Provision for Weepholes

10

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Providing and fixing of cautionary, mandatory and informatory sign board Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet

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Provision for sign Board

6

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Maintenance of the road

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Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

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For the First Year from the date of completion of work

1.5

33557

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For the Second Year from the date of completion of work

1.5

50397

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For the Third Year from the date of completion of work

1.5

66989

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For the Fourth Year from the date of completion of work

1.5

83994

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For the Fifth Year from the date of completion of work

1.5

100491

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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

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