Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jul 2023
Closing Date16 Aug 2023
Tender Amount₹ 5,64,40,000 
Notes
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Costs

Summary

Tn No 13 2023 24 Hdo Dt 20 07 23 Tvm 51

Description

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BOQ Items

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Road A

1267.28

1844665

1455.61

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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 of MORTH Specification- for grading- III Material. MORTH No. 111, 112, 401, 900

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Road A

988.44

1532101

1550.02

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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. MORTH No. 111,112, 406, 900

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Road A

2771.1

5114619

1845.7

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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. MORTH No. 111, 112, 501, 502, 900.

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Road A

11084.4

827672

74.67

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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 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111, 112, 501, 503, 900.

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Road A

11098.4

184788

16.65

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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 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over bituminous surfaces. MORTH No. 111, 112, 501, 503, 900.

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Road A

23049.6

555034

24.08

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Providing and laying Tack Coat over Cement Concrete surface using 0.30 Kg of Bitumen Emulsion(RS1) per sqm for preparatory to another bituminous construction over it including cost of material, labourcharges, rentals formachinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 over BT Dry cement surface

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Road C

52

985

18.96

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Bituminous Macadam Providing and laying bituminous macadam with Mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), laid over a previously prepared surface using manual labour to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7) for patch work. MORTH No. 111, 112, 501, 505, 900.

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Road A

104.17

792872

7611.33

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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Central Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I.

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Road A

886.76

7817082

8815.33

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Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Central Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900

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Road A

1153.18

10971285

9513.94

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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Central mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II

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Road A

1368

14147650

10341.85

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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

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Road A

961.44

24459

25.44

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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 MORTH Nos. 111, 112 & 304 - For foundation of Culvets.

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Road A

543.97

143091

263.05

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Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

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Road A

21.65

127177

5874.23

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Vibrated Cement Concrete M20 Grade(Nominal Mix) using 40mm 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 as per MORT&H Nos. 111, 112, 1000, 1500, 1700, 2200 & 900.

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Road A

169.82

1315276

7745.12

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Vibrated Reinforced Cement Concrete M25 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for laying, compacting , curing including all incidental charges etc., complete as per MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900 - For BOTTOM SLAB OF BOX CULVERT, STEM & COVER SLAB.

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Road A

85.22

969178

11372.66

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Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

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Road A

6.36

602575

94804.27

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Vibrated cement Concrete M30 design mix using IRC size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for WEARING COST OF 75mm UNIFORM THICKNESS OVER DECK SLAB AND APPROACH SLAB.

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Road A

75.74

45862

605.53

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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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47825099

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Add GST at 18%

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8608518

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Total Value put to Tender

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56433617

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Quoted value

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Final Quoted Value

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Add GST at 18% of Final Quoted Value

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Total Value of Contract Including 18% of GST

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Basic cost of value put to tender as per Estimate

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47825099

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

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