Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Feb 2024
Closing DateCancelled
Tender Amount₹ 1,32,15,000 
Notes
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Costs

Summary

Mdu 190 Tn No 55 2023 24 Hdo Dated 29 01 2024

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD A

565.58

1272249

2249.46

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Providing ,laying and compacting Granular Sub Base to compacted thickness with suitable Graded material as per table 400-1/400-2 from any approved source satisfied the required standards and specification including cost and conveyance of all materials to work site mixed in proportion to be designed with the materials to give a CBR value of not less than30 including all labour charges for stacking the materials to department gauge the required proportion spreading the mix sa directed by the Engineer including all incidental charges etc., complete as per MORTH Rev-V(Grading V)

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-

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ROAD A

263.06

617985

2349.22

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Wet Mix Macadam (Table 400-13) 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.

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-

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ROAD A

657.65

1735617

2639.12

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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 502 of MORTH Specification over WMM

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-

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ROAD A

2630.53

197131

74.94

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Providing and applying tack coat with Emulsion bitumen (RS1) using pressure distributor at the rate of 0.25 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom. (Over Existing Bituminous Course)

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-

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ROAD A

2630.53

44061

16.75

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Providing and applying tack coat with Emulsion bitumen (RS1) using pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom. (Over Existing Bituminous Course)

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-

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ROAD A

3993.94

96493

24.16

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Providing and laying of Dense Bituminous Macadam of 75 mm thickness shall consist of construction in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade at the rate of 4.5 % by weight of the total mix to serve as base /binder course , in accordance with the requirement of the specifications and in cofirmity with the drawings or directed by the Engineer in charge of the work as per Clause No. 111, 112, 501, 504 & 900 of MoRT & H - V Revision Specifications.

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-

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ROAD A

197.31

1887516

9566.25

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Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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) - Grading II.

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-

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ROAD A

264.99

2913498

10994.75

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Dismantling of Flexible Pavements and disposal of dismantled materials upto lead of 1000m, stacking servieable and unserviceable materials separately.

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-

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ROAD A

8.5

6103

718

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Vibrated Cement concrete M 15 nominal mix(1:2:4) using 20MM ISS HBG metal including cost and conveyance of all materials to site including cost and labour charges for formwork and centering, labour charges compacting curing, and all incidental charges etc., complete for foundation of abutment and wing and pire Base course 1000 1500 1700 2100

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-

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ROAD A

8.5

60710

7142.4

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Vibrated Cement concrete M 15 nominal mix(1:2:4) using 20MM ISS HBG metal including cost and conveyance of all materials to site including cost and labour charges for formwork and centering, labour charges compacting curing, and all incidental charges etc., complete for foundation of abutment and wing and pire Base course 1000 1500 1700 2100

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-

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ROAD A

13.17

151022

11467.19

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GRAVEL laying for road side berms with clean good grity gravel including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc. complete as per MORTH Rev. V Clause No. 1000, 1500, 1700

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-

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ROAD A

69.39

44144

636.18

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Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation.

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-

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ROAD A

183.72

38581

210

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Filling with good Quarry Dust to required thick below the foundation concrete including cost and conveyance of all material to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., for filling below foundation concrete.

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-

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ROAD A

18.37

4116

224.1

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Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for foundation.

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-

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ROAD A

55.11

362310

6574.32

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Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Below Sill.

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-

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ROAD A

86.66

702251

8103.53

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Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Above Sill Level.

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ROAD A

90.59

871285

9617.9

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications.

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ROAD A

25

4437

177.5

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Calculation of SubTotal, GST and Total Amount carried out by system automatically

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Basic cost of value put to tender as per estimate

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11198163

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Add GST at 18%

1

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2015669

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Total Value put to Tender

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13213832

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Excess/Less Percentage

1

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Final Value

1

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Add GST at 18% of Final Value

1

-

-

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Total Value of Contract Including 18% of GST

1

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-

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Basic cost of value put to tender as per Estimate

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11198163

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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

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