Forest Department Tender

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Forest Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date4 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 1,65,00,000 
Notes
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Costs

Summary

Improvement Of Road From Perumpathi To Perukkupathi Pudur Forest Road

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work excavation in all types of soils for the construction of roadway embankment to the required line, grade, slope and level as per drawings including stacking reusable materials and disposal of unwanted excavated material with a lead of 1 Kms. and all lift as per Technical Specification clause 301 of MORT&H specifications complete and as directed by Engineer FOR FILLING UTILIZING THE CUT EARTH

150

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Granular Sub-base with Graded Material (Table:400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for Grading-V material

420.75

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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

420.75

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Prime coat: Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 111, 112, 502 & 900 of MORTH Vth Revision - over WMM/ WBM

2805

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111, 112, 503, 900 of MORTH Vth Revision - over granular surfaces treated with primer

2805

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Bituminus Macadam : Providing & laying Bituminus Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminus binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with Paver Finisher to the required grade, level and alignment and rolled as per claused 501.6 and 501.7 to achieve desired compaction, complete as per clause 111,112,501,504 &900 of MORTH Vth Revision - Grading II (Table 500-7).

140.25

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Bituminus Concrete (Table 500-17) : Providing & laying Bituminus Concrete with hot mix plant using crushed aggregates of specified grading premixed with bituminus binder (Viscosity Grade 30) at percentage specified by JMF of mix and filler transporting the hot mix to the work site, laing with a Hydrostatic Paver Finisher to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem Roller to achieve desired compaction as per MORTH specification clause 507 complete in all respects - Grading II

84.15

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Providing and laying of Carted earth including cost and conveyance of the same to work site, including labour charges for laying and spreading, hire and fuel charges for all T&P employed etc., complete and as directed by the departmental engineers for making up low berms.

51.15

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Providing compaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms (Compaction only)

453.75

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ROAD FURNITURES

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Supply and Fixing of KM Stone of standard design and Drawing as per IRC 8-1980 (Second Revision) incluidng painting and Numbering etc., and all other incidental charges etc.,complete (HW-W0100 - Page No.291)

1

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Supply and Fixing of HM stone of standard design and Drawing as per IRC 26-1967 a incluidng painting and Numbering etc., and all other incidental charges etc.,complete (HW-W0101 - Page No.291)

6

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Providing and erecting direction and place identfication retro-reflectorised sign as per IRC:67 made of high intensity grade sheet vide clause 801.3 fixed over aluminum sheeting, 200 mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with means of M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

2.16

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Providing Thermoplast [As per Highways Department Rate enclosed]

250

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Providing Road Markers /Road Stud with Lens Reflector [ As per Highways Department Rate enclosed]

100

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Retro-Reflectorised Traffic Signs (with definition board} Type - IV -Providing 90cm equilateral triangle

15

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SUB ESTIMATES Construction of Single vented Slab Culvert 2.0x 2.0m @ Ch.1260

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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION OF ABUTMENTS AND WINGS

137.19

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Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTINGS OF ABUTMENTS AND WINGS below Sill Level

50.64

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Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTINGS OF ABUTMENTS AND WINGS above Sill Level

44.23

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Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.

2.05

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Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing,etc,complete to drain the backfill.

12

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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete

4.62

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Providing and fixing Bituminous Felt Expansion Joint in between Deck slab over abutments and piers as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealent etc, complete

2.75

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Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for DECK SLAB.

3.88

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Filling behind Abutments and wings with cut earth (Labour Charges Only)

40.23

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Supply and Fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, Fe-500D grade-1 MT. For bars upto 16mm dia.

0.67

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White Washing one coat with Freshly Burnt White Shell lime in all floors including cost of lime, blue powder, fevicol type gum, brushes, scaffolding charges etc., complete.

67.06

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Providing Hard Bed Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth shales, murram gravel stoney earth and earth mixed with small size boulders as per SS20B for FOUNDATION OF BODY WALLS

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70% O.G.S

83.97

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30% H.G.S

35.98

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Plain Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF HARDBED

149.61

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Plain Cement Concrete 1:3:6 mix using 20 & 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification BODY WALL & CROSS WALL OF HARDBED

121

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Plain Cement Concrete 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WEARING COAT FOR HARDBED

70

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Providing 12.00mm thickness Bitumen Pad for wearing Coat of Cement Concrete Road as per PWD SSR 2023-2024 Sl.No. M-0661

10.5

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Providing Cement Concret Road @ Ch.0-100, Ch.1220-1255, Ch.1335-1450 = 255m

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Plain Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF CC PAVEMENT

220

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Plain Cement Concrete 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WEARING COAT OF CC PAVEMENT

110

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Providing 12.00mm thickness Bitumen Pad for wearing Coat of Cement Concrete Road as per PWD SSR 2023-2024 Sl.No. M-0661

19.5

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Providing CC Wearing Coat over Existing CC Road

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Chipping of Concrete and roughening the surface as per Unique code W - 0036

675

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Plain Cement Concrete 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WEARING OVER EXISTING CEMENT CONCRETE ROAD

84.38

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Providing 12.00mm thickness Bitumen Pad for wearing Coat of Cement Concrete Road as per PWD SSR 2023-2024 Sl.No. M-0661

15.75

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Construction of Retaining Wall @ Ch. 1240-1250, Ch.1260-1270 = [40 R/Mtrs] Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth shales, murram gravel stoney earth and earth mixed with small size boulders as per SS20B for FOUNDATION OF RETAINING WALL

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H.G.S - 50%

27

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S.D.R - 50%

27

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Plain Cement Concrete 1:2:4 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF RETAINING WALL

21.6

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Vibrated Cement Concrete 1:2:4 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for STEM AND BATTER PORTION OF RETAINING WALL

120.24

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Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900 mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc.,complete

54

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Using of cut earth including removal satisfactory disposal of all materials necessary for FILLING BEHIND THE RETAINING WALL [ Labour Charges only]

63

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Providing and laying of Carted earth including cost and conveyance of the same to work site, including labour charges for laying and spreading, hire and fuel charges for all T&P employed etc., complete and as directed by the departmental engineers for making up low berms.

63

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White Washing one coat with Freshly Burnt White Shell lime in all floors including cost of lime, blue powder, fevicol type gum, brushes, scaffolding charges etc., complete.

149.16

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