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 Date15 Feb 2025
Closing Soon28 Feb 2025
Tender AmountRefer Documents 
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 5 cm to 10 cm old metalled surface and sectioning including all Cost and Convenyance for all Cost etc Complete

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KM 0/0-1/200

1197.1

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Excavation in Soil using Hydralic Excavator and Tippers with disposal upto 1000m for roadwork in soil 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 with a lift upto 1.5 m and lead upto 1000 m as per Tecnical Specification Clause 302.3

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KM 0/0-1/000

54.02

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KM 1/0-1/200

13.44

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Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Filling with cut Earth )

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KM 0/0-1/000

213.75

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KM 1/0-1/200

21.44

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Gravel Shoulder Collectiona 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

179.48

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KM 1/0-1/200

36

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WET MIX MECADAM 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 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material labour charges

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KM 0/0-1/000

380.16

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KM 1/0-1/200

75

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PRIMER COAT Applying PRIMECOAT over WMB/WMB 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 0/0-1/000

3041.3

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KM 1/0-1/200

600

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

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KM 0/0-1/000

3041.3

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KM 1/0-1/200

600

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Bituminous Concrete Providing and laying bituminious concrete to 40mm thick using 0.13 cum of 19.00-9.50mm. 0.17 cum of 9.5-2.36 and below with 50.3kgs of BG30/BG40 heating the bitumen and aggregates to required temperature and mixing then 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 tons vibratery / phenumatic

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KM 0/0-1/000

76.03

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KM 1/0-1/200

15

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Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface KM 0/000-6/450S

240

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Providing and Fixing of Cautionary, mandatory And Informatory sign Board Providing and fixing of Retro Reflectorisedn 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 Fixed on back support Frame of 25mm X 25mm X 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm X 6mmfirmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm X 45cm X 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec No.801)

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Provision for K.M. stone

1

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Provision for H.M. stone

5

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Provision for Guard. stone

49

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60CM Equilateral triangale Cautionary Signboard

8

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Provision for 60 cm Circle(MANDATORY SIGN)

2

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Provision for Chevron

2

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Provision for Road Marker/ Road stud with lens Reflector

10

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Name Board

1

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Provision Photo Charges

1

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RCC Culvert Ch @ 470

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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 mixed with small sized boulders and hard gravelly soil as per SS 20B etc.,

41.89

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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

4.19

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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

28.67

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Cement concrete 1:2:4 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 Superstucture

25

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Cement concrete 1:2:4 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 bed block

3.36

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Reinforced cement comcrete 1:1.5:3 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 Deck slab

3.31

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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 Sill Level

42

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Above Sill level

96.34

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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works

0.35

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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

15

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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

4.5

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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

12

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Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

6.14

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Retaining Wall Ch @ 94m-154m & 300m-350m & 450m-480m

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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

267.16

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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.

22.26

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Cement concrete 1:3:6 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. (Below Sill)

100.18

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Cement concrete 1:3:6 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. (Below Sill)

261.22

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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Below Sill)

273.78

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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Above Sill)

584.83

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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 total overall quoted amount above this row in column "BB" for all works in this package}

1

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