Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date26 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 1,78,61,000 
Notes
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Costs

Summary

Mdu No 030 Tn No 09 2024 25 Hdo Dated 20 08 2024

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD A

419

858765

2049.56

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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 no.111, 112, 401,900 - for grading- V Material

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ROAD A

942.75

1847846

1960.06

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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ 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 Specification no.111,112,406,900

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ROAD A

1047.51

2315615

2210.59

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Advance B.T. Patches with bituminous premix chips upto 50mm thick using standard 45mm IRC size HBG metal cum of metal premix with 44Kgs of 80/100 grade bitumen per cum of metal in accordance with the requirement of the specifications to serve as base course and in conformity with the drawing or as directed by the Engineer.

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ROAD A

26.21

94872

3619.71

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Prime coat Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 Specification no. 111, 112, 501,502,900- over WMM

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ROAD A

4173.5

341809

81.9

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Tack coat - Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

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ROAD A

4173.5

78962

18.92

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Tack coat - Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

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ROAD A

9011.35

244568

27.14

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Tack coat - Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

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ROAD A

83.27

1783

21.42

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Dense Bituminous Macadam Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 - Grading II

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ROAD A

292.14

2946085

10084.5

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Bituminous Concrete (Table 500-17) Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Specification no. 111, 112, 507, 900 complete in all respects - Grading II

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ROAD A

398.05

4349950

10928.15

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Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. inclding compaction by power roller as per MORT & H Specification (Vth Revision) no.111, 112, 301, 300, 900 FOR BERMS (Earth work compaction only)

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ROAD A

528.5

14079

26.64

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Dismantling Dismantling the existing RR masonry with cement mortor / PCC / RCC / Cut Stone Slab salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202

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R.R.Masonry

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ROAD A (FOR BOX CULVERT AT KM 0/10)

10.62

3006

283.14

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ROAD A (FOR BOX CULVERT AT KM 1/10)

5.85

1656

283.14

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Cut Stone Slab

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-

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ROAD A (FOR BOX CULVERT AT KM 1/10)

12

6155

512.93

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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 111,112,304 for Dressing the bed up to Sill Level

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ROAD A (FOR BOX CULVERT AT KM 0/10)

15

1848

123.26

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ROAD A (FOR BOX CULVERT AT KM 1/10)

19.38

2388

123.26

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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 111,112,304 for foundation

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-

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ROAD A (FOR BOX CULVERT AT KM 0/10)

35.81

10362

289.37

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ROAD A (FOR BOX CULVERT AT KM 1/10)

49.08

14202

289.37

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EarthworkExcavation inall classesof soils except hard rock requiring blasting and depositingonbank withall leadsand lifts as per SS20B including cost of all labour, materials, tools, equipmentsandall incidental charges and sheeting, shoring, bracing and theirsubsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottomof excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for foundation of Body wall and pipes

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ROAD A (FOR PIPE CULVERT AT KM 1/2)

13.26

3268

246.52

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Vibrated Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Leveling Course (BOX CULVERT)

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ROAD A (FOR BOX CULVERT AT KM 0/10)

8.09

48633

6011.57

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ROAD A (FOR BOX CULVERT AT KM 1/10)

10.19

61405

6026.08

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Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to work site including cost of cement including cost and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curingwithall leads for soft potable water, working in all depths includinghire, runningandfuel charges for all tools and plants employed as per standard specification for Levelling course below the body wall

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ROAD A (FOR PIPE CULVERT AT KM 1/2)

0.76

4064

5347.78

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Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of 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 formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per MORTH Specification no.1000,1500,1600,1700,2300, 900 for BOX CULVERT

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ROAD A (FOR BOX CULVERT AT KM 0/10)

20.79

275668

13259.66

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ROAD A (FOR BOX CULVERT AT KM 1/10)

32.23

387750

12030.73

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Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting 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 as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 900

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ROAD A (FOR BOX CULVERT AT KM 0/10)

1.52

145326

95609.27

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ROAD A (FOR BOX CULVERT AT KM 1/10)

1.84

175729

95609.27

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Vibrated Cement Concrete M20 Nominal 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 for Wings walls, & parapet wall.. as per MORTH Specification no. 111,112,1000, 1500, 1700,2200,900

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-

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ROAD A (FOR BOX CULVERT AT KM 0/10)

25.57

210913

8248.47

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ROAD A (FOR BOX CULVERT AT KM 1/10)

32.94

268942

8164.62

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ROAD A (FOR PIPE CULVERT AT KM 1/2)

6.83

67280

9850.75

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Supplyof 1000 mm dia RCC NP3 class pipes confirming to IS458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental chargesetc., complete as per standard specification.

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ROAD A (FOR PIPE CULVERT AT KM 1/2)

2.5

10692

4276.8

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Laying and fixing of 1000 mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes

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-

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ROAD A (FOR PIPE CULVERT AT KM 1/2)

2.5

665

266.2

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Stone dust filling including cost and conveyance of Stone dust to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.

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ROAD A (FOR PIPE CULVERT AT KM 1/2)

1.19

256

215.89

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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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15135843

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Add GST at 18%

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2724452

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Total Value put to Tender

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17860295

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Excess/Less Percentage

1

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Final Value

1

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-

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Add GST at 18% of Final Value

1

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-

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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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15135843

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

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