Highways Department Tender

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Highways Department Tender

Civil And Construction
Pipe Line Project
Eprocure
Opening Date4 Mar 2022
Closing Date4 Apr 2022
Tender Amount₹ 3,86,00,000 
Notes
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Costs

Description

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Documents
Pre Qualification Document Volume I
Financial bid document Volume II
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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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 Retaining wall Above Sill (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

606.36

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7927.95

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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)

1673.9

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1890.23

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Providing and fixing of 1000 mm dia RCC NP 4 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

5

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240

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Providing and fixing 110 mm dia PVC sepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

48

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193.5

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Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- III Material (Morth No. 111, 112, 401, 900)

609.56

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1655.22

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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, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Foundation leveling course

40.26

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5708.84

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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, 502, 900)

6695.6

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17.26

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Refilling behind Retaining wall using foundation earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete FOR Retaining Wall (Morth No. 304, 900)

118.8

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33.6

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

1

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-

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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)

822.91

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1563.52

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RETAINING WALL-PCC

1

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-

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Supply and fabrication of Steel Grade Fe - 500D 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 ( 16 mm and Below 16mm Dia) (Morth No. 1000, 1500, 1600, 900)

13.84

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83689

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Vibrated Cement Concrete 1:3:6 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 for leveling course Below the Body Wall

6.6

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5034.57

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Vibrated Cement Concrete M20 Nominal 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 cut off wall - Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

199.64

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7671.39

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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, 502, 900)

12938.25

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23.14

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BOX CULVERT

1

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-

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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 all other incidental charges such as shoring, strutting, balling out water and forming protective bunds, wherever necessary etc., completes as per standard specification for Foundation SS20B FOUNDATION OF RETAINING WALLS. (Morth No. 111, 112, 304)

723

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193.2

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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. (Morth No. 111, 112, 202)

200

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17.15

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Vibrated cement concrete 1:2:4 nominal mix using 40mm ISS HBG graded metal crushed stone 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 compacting, finishing and curing, including all incidental charges etc. complete for Parapet wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

4.51

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9604.48

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Dense Graded Bituminous Macadam ( Table - 500 - 10) Providing and laying Dense bituminous bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix of mix and filler, transprting 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.505) Grading II (Table 500-7). (Morth No. 111, 112, 501, 504, 900)

435.22

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10192

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Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20 B 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 excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of abutment and wings. (Morth No. 111, 112, 304)

102.43

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193.2

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Differnce Amount (Excess/less)

1

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-

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Vibrated Cement Concrete M20 Nominal 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 Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

43.2

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5882.3

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Add GST at 12% of Quoted Amount

1

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-

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Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20 B 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 excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation (Morth No. 111, 112, 304)

725.9

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193.2

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Supply of NP 4 class RCC 300 mm dia. pipes specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., complete

10

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1130

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Quoted Amount (Basic Rate Only)

1

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-

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Refilling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.

81.37

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310.33

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Vibrated reinforced cement concrete grade M25 Design mix using ISS size HBG graded metal crushed stone 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 compacting, finishing and curing, including all incidental charges etc. complete for box culvert. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

213.57

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10983.33

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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 Retaining wall Below Sill (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

449.22

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7180.3

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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), transported to site, 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, 504, 900, 3004)

62.24

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8196.62

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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)

589.02

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11115.63

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PIPE CULVERT

1

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-

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Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For making up berms using Box cut earth including consolidation (Morth No. 111, 112, 301, 305,900)

1476

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23.19

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Basic cost of value put to tender as per estimate

1

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34453646

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Dismantling the the existing RR Masonry in Cement Mortar in the existing causeway and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

100.32

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221.9

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Vibrated Cement Concrete M20 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 of Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

144.6

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5882.88

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Vibrated reinforced cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB.

161.28

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567.25

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Quoted Rate in Figures (Total Value of Quoted Amount Including 12% of GST )

-

-

-

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Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For Boxing(Morth No. 111, 112, 301, 305,900)

3447.46

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96.6

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Total Value of Quoted Amount including 12% of GST

1

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-

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Supply of NP 4 class RCC 1000 mm dia. pipes specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., complete

5

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3794

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Vibrated cement concrete grade M20 nominal mix using 40mm ISS HBG graded metal crushed stone 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 compacting, finishing and curing, including all incidental charges etc. complete for Body wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

54.89

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7588.03

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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)

6695.6

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72.03

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Total Value put to Tender

1

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38588084

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Providing and fixing of 300 mm dia RCC NP 4 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

10

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69.33

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Add GST at 12%

1

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4134438

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Basic cost of value put to tender as per Estimate

-

-

-

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Filling under the box culvert with Quarry Dust filling including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the Box .

40.26

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370.21



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