Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,98,30,000 
Notes
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Costs

Summary

Tn 01 24 25 Erode Division Single Sl No 03

Description

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BOQ Items

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Road A

66.64

245279

3680.67

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Picking the existing BT surface to 50mm deep including levelling and sectioning in hard granite,gneiss quartz etc., complete as directed by the departmental officers.,

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Road A

200

4368

21.84

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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- V Material. MORTH No. 111, 112, 401, 900

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Road A

3198.51

6854151

2142.92

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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

3998.15

8773700

2194.44

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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

15992.6

1305475

81.63

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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

15992.6

300980

18.82

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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

17532.72

474435

27.06

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Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous 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 clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7). MORTH No. 111, 112, 501, 505, 900

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Road A

824.62

7112924

8625.7

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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-30) 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 MORTH No. 111, 112, 501, 507, 900

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Road A

1005.76

10977518

10914.65

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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Using Excess Box Cut Earth for Berms including Compaction by power roller. MORTH No. 111, 112, 301, 305, 900

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Road A

2034

54145

26.62

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Conveying and disposing of the surplus earth from box cutting with an average lead of 2Km as directed by the engineer in charge. MORTH No. 111, 112, 301, 305, 900

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Road A

6512.41

153562

23.58

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Dismantling Salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc, as per MORTH. Specification Dismantling PCC. MORTH NO. 111, 112, 202

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Road A

136.34

66288

486.2

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Dismantling Salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc, as per MORTH. Specification Dismantling RCC. MORTH NO. 111, 112, 202

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Road A

13.95

60106

4308.7

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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 OF RETAINING WALL & BOX CULVERT

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Road A

1032.88

298884

289.37

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Cement Concrete M10 Grade 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 FOR LEVELLING COURSE OF RETAINING WALL & BOX CULVERT. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900

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Road A

79.75

429384

5384.13

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Vibrated Cement Concrete M15 (Nominal Mix) Grade 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 for compacting, curing, and all incidental charges etc., complete as per standard specification FOR BOX CULVERT - LEVELLING COURSE BELOW CULVERT.

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Road A

28.22

170419

6038.95

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Vibrated Cement Concrete M20 Grade 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 FOR FOUNDATION OF RETAINING WALL & BOX CULVERT - BELOW SILL LEVEL.

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Road A

206.59

1290592

6247.12

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Vibrated Cement Concrete M20 Grade 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 FOR BODY WALL, WING WALL & PARAPET - ABOVE SILL. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900

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Road A

847.08

7432254

8773.97

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Supply and fabrication of steel Grade Fe-500 D 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 standard specification. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900

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Road A

14.89

1423154

95610

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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 for BASE SLAB, STEM AND BOTTOM SLAB OF BOX CULVERT & COVER SLAB. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900

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Road A

165.43

1955167

11818.7

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Vibrated Cement concrete M30 mix (Design Mix) using 25MM & below IRC HBG graded hard granite broken metel including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for mixing 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 premoulded expansion joints and fixing the same in position etc., complete FOR WEARING COAT OF 75mm UNIFORM THICKNESS OVER DECK SLAB. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900, 2200, 2300

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Road A

114.71

72425

631.38

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Providing and fixing 110mm dia PVC SEEPAGE PIPES - 6 Kg/Sqcm 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. MORTH No. 2706, 900

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Road A

350.46

106855

304.9

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Providing compaction for embankment /makingup of low berms using the available 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 - 97% Compaction

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Road A

518.76

83867

161.67

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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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50699374

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Add GST at 18%

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9125887

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Total Value put to Tender

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59825261

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Differnce Amount (Excess/Less)

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Quoted Amount (Basic Rate Only)

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Add GST at 18% of of Quoted Amount

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Total Value of Quoted Amount Including 18% of GST

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Basic cost of value put to tender as per Estimate

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50699374

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

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