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Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil Works Roads
Eprocure
Dharmapuri, Tamil Nadu
Opening Date14 May 2020
Closing Date15 Jun 2020
Tender Amount₹ 10,41,74,000 
Notes
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Costs

Summary

Dharmapuri District - Up Gradation / Strengthening Of Roads In Package No. Tn04- 180 In Dharmapuri Block P180

Description

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BOQ Items

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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

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Km. 0/0-1/0

180

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Km. 1/0-2/0

180

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Km. 2/0-3/0

180

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Km. 3/0-4/0

180

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Km. 4/0-5/0

180

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Km. 5/0-5/44

79.2

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)

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Km. 0/0-1/0

180

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Km. 1/0-2/0

180

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Km. 2/0-3/0

180

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Km. 3/0-4/0

180

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Km. 4/0-5/0

180

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Km. 5/0-5/44

79.2

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( Carted Earth)

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Km. 0/0-1/0

1636.84

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Km. 1/0-2/0

1482.68

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Km. 2/0-3/0

1344.23

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Km. 3/0-4/0

1455.73

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Km. 4/0-5/0

1367.68

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Km. 5/0-5/44

773.64

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)

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Km. 0/0-1/0

555.98

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Km. 1/0-2/0

536.74

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Km. 2/0-3/0

557.61

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Km. 3/0-4/0

499.73

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Km. 4/0-5/0

552.43

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Km. 5/0-5/44

194.06

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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 a well prepared surface and compacting with vibratory roller to achieve the desired density

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Km. 0/0-1/0

576.11

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Km. 1/0-2/0

583.72

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Km. 2/0-3/0

572.75

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Km. 3/0-4/0

561.8

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Km. 4/0-5/0

590.12

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Km. 5/0-5/44

213.16

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Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

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Km. 0/0-1/0

3840.69

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Km. 1/0-2/0

3891.38

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Km. 2/0-3/0

3818.27

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Km. 3/0-4/0

3569.91

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Km. 4/0-5/0

3934.09

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Km. 5/0-5/44

1421.07

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.

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Km. 0/0-1/0

3884.21

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Km. 1/0-2/0

3913.14

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Km. 2/0-3/0

3850.91

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Km. 3/0-4/0

3788.73

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Km. 4/0-5/0

3944.97

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Km. 5/0-5/44

1421.07

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Bituminous Macadam:- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

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Km. 0/0-1/0

194.22

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Km. 1/0-2/0

195.65

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Km. 2/0-3/0

192.55

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Km. 3/0-4/0

189.45

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Km. 4/0-5/0

197.25

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Km. 5/0-5/44

71.05

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Bituminous concrete:- Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects

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Km. 0/0-1/0

116.52

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Km. 1/0-2/0

117.38

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Km. 2/0-3/0

115.53

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Km. 3/0-4/0

113.66

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Km. 4/0-5/0

118.35

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Km. 5/0-5/44

42.63

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Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint. Rumble Strips = 3 X 3.75 X 0.25 = 2.81

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Km. 0/0-1/0

5.62

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Km. 1/0-2/0

5.62

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Km. 2/0-3/0

5.62

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Km. 3/0-4/0

5.62

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Km. 4/0-5/0

5.62

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Km. 5/0-5/44

5.62

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Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803

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Km. 0/0-1/0

200

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Km. 1/0-2/0

200

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Km. 2/0-3/0

200

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Km. 3/0-4/0

200

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Km. 4/0-5/0

200

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Km. 5/0-5/44

88

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1.50 m Span Culvert @ Ch.0/700 m

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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1.50 m Span Culvert @ Ch.0/700 m

90.3

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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1.50 m Span Culvert @ Ch.0/700 m

10.32

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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1.50 m Span Culvert @ Ch.0/700 m

10.32

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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1.50 m Span Culvert @ Ch.0/700 m Below Sill

50.64

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1.50 m Span Culvert @ Ch.0/700 m Above Sill

27.76

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Dirt Wall

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1.50 m Span Culvert @ Ch.0/700 m

3.36

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Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

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1.50 m Span Culvert @ Ch.0/700 m

3.31

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Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

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1.50 m Span Culvert @ Ch.0/700 m

0.35

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Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

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1.50 m Span Culvert @ Ch.0/700 m

15

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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

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1.50 m Span Culvert @ Ch.0/700 m

4.5

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

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1.50 m Span Culvert @ Ch.0/700 m

12

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Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

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1.50 m Span Culvert @ Ch.0/700 m

8.8

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Protective works @ Km.0/0-1/0 m

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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Protective works @ Km.0/0-1/0 m

115.5

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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Protective works @ Km.0/0-1/0 m

23.1

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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Protective works @ Km.0/0-1/0 m

30.8

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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Protective works @ Km.0/0-1/0 m Below Sill

58.5

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Protective works @ Km.0/0-1/0 m Above Sill

201.32

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

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Protective works @ Km.0/0-1/0 m

160

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V - Shape Drain Km.1/670 - 1/850 m

-

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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V - Shape Drain Km.1/670 - 1/850 m

54

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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V - Shape Drain Km.1/670 - 1/850 m

24.3

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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V - Shape Drain Km.1/670 - 1/850 m

27

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an Wearing coat

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V - Shape Drain Km.1/670 - 1/850 m

27

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V - Shape Drain Km.3/0-3/075 m

-

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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V - Shape Drain Km.3/0-3/075 m

22.5

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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V - Shape Drain Km.3/0-3/075 m

10.13

-

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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V - Shape Drain Km.3/0-3/075 m

11.25

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an Wearing coat

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V - Shape Drain Km.3/0-3/075 m

11.25

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V - Shape Drain Km.3/6-3/675 m

-

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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V - Shape Drain Km.3/6-3/675 m

22.5

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Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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V - Shape Drain Km.3/6-3/675 m

10.13

-

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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V - Shape Drain Km.3/6-3/675 m

11.25

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an Wearing coat

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V - Shape Drain Km.3/6-3/675 m

11.25

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Hardbed @ Ch.1/600-1/620 m

-

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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Hardbed @ Ch.1/600-1/620 m

104.7

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Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per (Mix -in - place method) .

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Hardbed @ Ch.1/600-1/620 m

19.35

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Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

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Hardbed @ Ch.1/600-1/620 m

19.71

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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Hardbed @ Ch.1/600-1/620 m

9.9

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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Hardbed @ Ch.1/600-1/620 m

29.2

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

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Hardbed @ Ch.1/600-1/620 m

30

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Hardbed @ Ch.1/650-1/670 m

-

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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Hardbed @ Ch.1/650-1/670 m

154.75

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Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per (Mix -in - place method) .

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Hardbed @ Ch.1/650-1/670 m

29.03

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Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

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Hardbed @ Ch.1/650-1/670 m

29.57

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Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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Hardbed @ Ch.1/650-1/670 m

14.3

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Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

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Hardbed @ Ch.1/650-1/670 m

42.08

-

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

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Hardbed @ Ch.1/650-1/670 m

45

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Hardbed @ Ch.1/650-1/670 m

-

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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

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Hardbed @ Ch.1/650-1/670 m

505.1

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-

... More
Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per (Mix -in - place method) .

-

-

-

... More
Hardbed @ Ch.1/650-1/670 m

96.75

-

-

... More
Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

-

-

-

... More
Hardbed @ Ch.1/650-1/670 m

98.55

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Hardbed @ Ch.1/650-1/670 m

14.3

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Hardbed @ Ch.1/650-1/670 m

132.2

-

-

... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

-

-

-

... More
Hardbed @ Ch.1/650-1/670 m

150

-

-

... More
Road - 2

-

-

-

... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

18336

-

-

... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

9550

-

-

... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

-

-

-

... More
Km. 0/0-1/0

180.81

-

-

... More
Km. 1/0-2/0

356.5

-

-

... More
Km. 2/0-3/0

349.55

-

-

... More
Km. 6/0-7/0

348

-

-

... More
Km. 7/0-7/64

25.14

-

-

... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth)

-

-

-

... More
Km. 0/0-1/0

180.81

-

-

... More
Km. 1/0-2/0

356.5

-

-

... More
Km. 2/0-3/0

349.55

-

-

... More
Km. 6/0-7/0

348

-

-

... More
Km. 7/0-7/64

25.14

-

-

... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( Carted Earth)

-

-

-

... More
Km. 0/0-1/0

1290.55

-

-

... More
Km. 1/0-2/0

1657.78

-

-

... More
Km. 2/0-3/0

1414.7

-

-

... More
Km. 3/0-4/0

1900.58

-

-

... More
Km. 4/0-5/0

1969.75

-

-

... More
Km. 5/0-6/0

1847.63

-

-

... More
Km. 6/0-7/0

1202.5

-

-

... More
Km. 7/0-7/64

1583.89

-

-

... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)

-

-

-

... More
Km. 0/0-1/0

564.87

-

-

... More
Km. 1/0-2/0

556.77

-

-

... More
Km. 2/0-3/0

560.87

-

-

... More
Km. 3/0-4/0

557.61

-

-

... More
Km. 4/0-5/0

562.5

-

-

... More
Km. 5/0-6/0

560.87

-

-

... More
Km. 6/0-7/0

560.87

-

-

... More
Km. 7/0-7/64

357.53

-

-

... More
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 a well prepared surface and compacting with vibratory roller to achieve the desired density

-

-

-

... More
Km. 0/0-1/0

600.42

-

-

... More
Km. 1/0-2/0

589.79

-

-

... More
Km. 2/0-3/0

611.23

-

-

... More
Km. 3/0-4/0

611.82

-

-

... More
Km. 4/0-5/0

593.25

-

-

... More
Km. 5/0-6/0

601.14

-

-

... More
Km. 6/0-7/0

608.46

-

-

... More
Km. 7/0-7/64

375.13

-

-

... More
Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

-

-

-

... More
Km. 0/0-1/0

4002.81

-

-

... More
Km. 1/0-2/0

3931.84

-

-

... More
Km. 2/0-3/0

4074.79

-

-

... More
Km. 3/0-4/0

4078.75

-

-

... More
Km. 4/0-5/0

3954.99

-

-

... More
Km. 5/0-6/0

4007.56

-

-

... More
Km. 6/0-7/0

4056.37

-

-

... More
Km. 7/0-7/64

2502.62

-

-

... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.

-

-

-

... More
Km. 0/0-1/0

4024.57

-

-

... More
Km. 1/0-2/0

3970.1

-

-

... More
Km. 2/0-3/0

4085.67

-

-

... More
Km. 3/0-4/0

4111.39

-

-

... More
Km. 4/0-5/0

3954.99

-

-

... More
Km. 5/0-6/0

4018.44

-

-

... More
Km. 6/0-7/0

4067.25

-

-

... More
Km. 7/0-7/64

2519.12

-

-

... More
Bituminous Macadam:- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

-

-

-

... More
Km. 0/0-1/0

201.23

-

-

... More
Km. 1/0-2/0

198.51

-

-

... More
Km. 2/0-3/0

204.28

-

-

... More
Km. 3/0-4/0

205.56

-

-

... More
Km. 4/0-5/0

197.75

-

-

... More
Km. 5/0-6/0

200.93

-

-

... More
Km. 6/0-7/0

203.36

-

-

... More
Km. 7/0-7/64

125.95

-

-

... More
Bituminous concrete:- Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects

-

-

-

... More
Km. 0/0-1/0

120.74

-

-

... More
Km. 1/0-2/0

119.1

-

-

... More
Km. 2/0-3/0

122.57

-

-

... More
Km. 3/0-4/0

123.34

-

-

... More
Km. 4/0-5/0

118.65

-

-

... More
Km. 5/0-6/0

120.55

-

-

... More
Km. 6/0-7/0

122.02

-

-

... More
Km. 7/0-7/64

75.58

-

-

... More
Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint. Rumble Strips = 3 X 3.75 X 0.25 = 2.81

-

-

-

... More
Km. 0/0-1/0

5.62

-

-

... More
Km. 1/0-2/0

5.62

-

-

... More
Km. 2/0-3/0

5.62

-

-

... More
Km. 3/0-4/0

5.62

-

-

... More
Km. 4/0-5/0

5.62

-

-

... More
Km. 5/0-6/0

5.62

-

-

... More
Km. 6/0-7/0

5.62

-

-

... More
Km. 7/0-7/64

5.62

-

-

... More
Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803

-

-

-

... More
Km. 0/0-1/0

200

-

-

... More
Km. 1/0-2/0

200

-

-

... More
Km. 2/0-3/0

200

-

-

... More
Km. 3/0-4/0

200

-

-

... More
Km. 4/0-5/0

200

-

-

... More
Km. 5/0-6/0

200

-

-

... More
Km. 6/0-7/0

200

-

-

... More
Km. 7/0-7/64

128

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m Below Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/350 m

8.8

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m Below Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.0/850 m

8.8

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

-

-

-

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

6.05

-

-

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

17.87

-

-

... More
Removing all types of hume pipes and stacking within a lead of 1000m including earthwork and dismantaling of masonary works as per technical specification clause 202

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

2.7

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m Below Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/400 m

8.8

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m Below Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.1/800 m

8.8

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m Below Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.2/100 m

8.8

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m Below Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/100 m

8.8

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m Below Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/500 m

8.8

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m Below Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.3/700 m

8.8

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 mBelow Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.5/010 m

8.8

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

90.3

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

10.32

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

10.32

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m Below Sill

50.64

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m Above Sill

27.76

-

-

... More
Dirt Wall

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

3.36

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

3.31

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

0.35

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
1.50 m Span Culvert @ Ch.6/400 m

8.8

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

96.63

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

11.05

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

11.04

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m Below Sill

54.38

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m Above Sill

40.38

-

-

... More
Dirt Wall

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

3.9

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

8.1

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

0.88

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

8.81

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

-

-

-

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

6.05

-

-

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

17.87

-

-

... More
Removing all types of hume pipes and stacking within a lead of 1000m including earthwork and dismantaling of masonary works as per technical specification clause 202

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

2.7

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

96.63

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

11.05

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

11.04

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m Below Sill

54.38

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m Above Sill

40.38

-

-

... More
Dirt Wall

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

3.9

-

-

... More
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft Paper

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

8.1

-

-

... More
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

0.88

-

-

... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

15

-

-

... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

4.5

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

12

-

-

... More
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

-

-

-

... More
3.00 m Span Culvert @ Ch.1/025 m

8.81

-

-

... More
Protective works @ Km.0/0-1/0 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
Protective works @ Km.0/0-1/0 m

137.63

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
Protective works @ Km.0/0-1/0 m

27.53

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.0/0-1/0 m

36.7

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.0/0-1/0 m Below Sill

69.75

-

-

... More
Protective works @ Km.0/0-1/0 m Above Sill

235.44

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
Protective works @ Km.0/0-1/0 m

190

-

-

... More
Protective works @ Km.1/0-2/0 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
Protective works @ Km.1/0-2/0 m

183

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
Protective works @ Km.1/0-2/0 m

36.6

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.1/0-2/0 m

48.8

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.0/0-1/0 m Below Sill

93.6

-

-

... More
Protective works @ Km.0/0-1/0 m Above Sill

337.71

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
Protective works @ Km.0/0-1/0 m

240

-

-

... More
Protective works @ Km.2/0-3/0 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
Protective works @ Km.2/0-3/0 m

292.88

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
Protective works @ Km.2/0-3/0 m

58.58

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.2/0-3/0 m

78.1

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.2/0-3/0 m Below Sill

150.75

-

-

... More
Protective works @ Km.2/0-3/0 m Above Sill

579.63

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
Protective works @ Km.2/0-3/0 m

370

-

-

... More
Protective works @ Km.3/0-4/0 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
Protective works @ Km.3/0-4/0 m

94.5

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
Protective works @ Km.3/0-4/0 m

18.9

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.3/0-4/0 m

25.2

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.3/0-4/0 m Below Sill

48.6

-

-

... More
Protective works @ Km.3/0-4/0 m Above Sill

183.6

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
Protective works @ Km.3/0-4/0 m

120

-

-

... More
Protective works @ Km.4/0-5/0 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
Protective works @ Km.4/0-5/0 m

118.13

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
Protective works @ Km.4/0-5/0 m

23.63

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.4/0-5/0 m

31.5

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.4/0-5/0 m Below Sill

60.75

-

-

... More
Protective works @ Km.4/0-5/0 m Above Sill

229.51

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
Protective works @ Km.4/0-5/0 m

150

-

-

... More
Protective works @ Km.5/0-6/0 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
Protective works @ Km.5/0-6/0 m

142.88

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
Protective works @ Km.5/0-6/0 m

28.58

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.5/0-6/0 m

38.1

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.5/0-6/0 m Below Sill

52.65

-

-

... More
Protective works @ Km.5/0-6/0 m Above Sill

201.41

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
Protective works @ Km.5/0-6/0 m

190

-

-

... More
Protective works @ Km.5/0-6/0 m

-

-

-

... More
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

-

-

-

... More
Protective works @ Km.5/0-6/0 m

70.13

-

-

... More
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

-

-

-

... More
Protective works @ Km.5/0-6/0 m

14.03

-

-

... More
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.5/0-6/0 m

18.7

-

-

... More
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

-

-

-

... More
Protective works @ Km.5/0-6/0 m Below Sill

34.65

-

-

... More
Protective works @ Km.5/0-6/0 m Above Sill

92.55

-

-

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

-

-

-

... More
Protective works @ Km.5/0-6/0 m

110

-

-

... More
Providing and Fixing 'Logo' of PMGSY project

9

-

-

... More
Providing and Fixing Name Board project

3

-

-

... More
Providing and Fixing 'Citizen information Board' of PMGSY project

3

-

-

... More
Providing and fixing 'Maintanence information Board' of PMGSY Project

3

-

-

... More
90CM Equilateral Trainagle (Cautinary) Sign Board

142

-

-

... More
60CM Circular (Mandatory) Sign Board

92

-

-

... More
Chevron Signs 90Cm Octagon (Curves)

10

-

-

... More
Reflector

160

-

-

... More
KM Stone

12

-

-

... More
HM Stone

53

-

-

... More
Guard Stone

170

-

-

... More
Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)

-

-

-

... More
For 1st year

1

-

-

... More
For 2nd year

1

-

-

... More
For 3rd Year

1

-

-

... More
For 4th Year

1

-

-

... More
For 5th Year

1

-

-

... More
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

1

-

-



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