Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date12 Nov 2018
Closing Date19 Dec 2018
Tender Amount₹ 1,43,50,000
Costs
EMD
₹ 2,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri Dt - Upgradation Of The Road 2 Nos In Package No.tn04-138 Of Harur Block P138
Description
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Contact
Tender Id
2018_RDTN_70411_1Bid Award Id
ViewTender No
Roc.No.2569/18/R2 Dt.05.11.2018 P138Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... 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
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Km. 0/0-1/0
181.63
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Km. 1/0-2/0
180.2
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Km. 2/0-2/6
109.1
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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
181.63
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Km. 1/0-2/0
180.2
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Km. 2/0-2/6
109.1
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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
936.95
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Km. 1/0-2/0
845.25
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Km. 2/0-2/6
493.86
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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
557.61
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Km. 1/0-2/0
554.06
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Km. 2/0-2/6
335.87
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)
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Km. 0/0-1/0
280.76
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Km. 1/0-2/0
277.03
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Km. 2/0-2/6
176.51
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III)
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Km. 0/0-1/0
280.76
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Km. 1/0-2/0
277.03
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Km. 2/0-2/6
176.51
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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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-
... More
Km. 0/0-1/0
3743.61
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Km. 1/0-2/0
3693.75
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-
... More
Km. 2/0-2/6
2353.56
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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
3776.25
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Km. 1/0-2/0
3693.75
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Km. 2/0-2/6
2364.44
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
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Km. 0/0-1/0
3776.25
-
-
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Km. 1/0-2/0
3693.75
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-
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Km. 2/0-2/6
2364.44
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-
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Providing and laying Seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
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Km. 0/0-1/0
3776.25
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-
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Km. 1/0-2/0
3693.75
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Km. 2/0-2/6
2364.44
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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. 2/0-2/6
5.62
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Providing and Fixing 'Logo' of PMGSY project
3
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KM Stone
2
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HM Stone
11
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Cautionary Sign Board
10
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Circular Board
10
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Traffic Sign Board
6
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Reflector
8
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Guard Stone
20
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Citizen Information Board
1
-
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Maintenance Board
1
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Name Board
1
-
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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.
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-
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1.5m Span Culvert @ Ch.430 m
6.05
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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.
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-
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1.5m Span Culvert @ Ch.430 m
17.87
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-
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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.
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-
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1.5m Span Culvert @ Ch.430 m
2.7
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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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1.5m Span Culvert @ Ch.430 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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1.5m Span Culvert @ Ch.430 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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-
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1.5m Span Culvert @ Ch.430 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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1.5m Span Culvert @ Ch.430 m Below Sill
50.64
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1.5m Span Culvert @ Ch.430 m Above Sill
27.76
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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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1.5m Span Culvert @ Ch.430 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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1.5m Span Culvert @ Ch.430 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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1.5m Span Culvert @ Ch.430 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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-
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1.5m Span Culvert @ Ch.430 m
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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-
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1.5m Span Culvert @ Ch.430 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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1.5m Span Culvert @ Ch.430 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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1.5m Span Culvert @ Ch.430 m
8.8
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-
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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.
-
-
-
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1.5m Span Culvert @ Ch.790 m
6.05
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-
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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
1.5m Span Culvert @ Ch.790 m
17.87
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-
... 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
1.5m Span Culvert @ Ch.790 m
2.7
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-
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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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1.5m Span Culvert @ Ch.790 m
90.3
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-
... 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
1.5m Span Culvert @ Ch.790 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
1.5m Span Culvert @ Ch.790 m
10.32
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-
... 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.
-
-
-
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1.5m Span Culvert @ Ch.790 m Below Sill
50.64
-
-
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1.5m Span Culvert @ Ch.790 m Above Sill
27.76
-
-
... 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
1.5m Span Culvert @ Ch.790 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
1.5m Span Culvert @ Ch.790 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
1.5m Span Culvert @ Ch.790 m
0.35
-
-
... More
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
-
-
-
... More
1.5m Span Culvert @ Ch.790 m
15
-
-
... More
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
... More
1.5m Span Culvert @ Ch.790 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
1.5m Span Culvert @ Ch.790 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
1.5m Span Culvert @ Ch.790 m
8.8
-
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... 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
Hardbed @ Ch.1200 m
92.05
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... 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
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Hardbed @ Ch.1200 m
12.38
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Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading III
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Hardbed @ Ch.1200 m
14.51
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Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)
-
-
-
... More
Hardbed @ Ch.1200 m
7.32
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Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III)
-
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Hardbed @ Ch.1200 m
7.39
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Providing Concrete for plain/reinforced concrete in open foundations, Sub structure Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., as per drawings and technical specifications clause 802, 803, 1202 & 1203 as directed.
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Hardbed @ Ch.1200 m
7.7
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Providing concrete for Plain/reinforced concrete in open foundations & Sub structure Nominal Mix 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 as per drawings and technical specififcations clause 802, 803, 1202 & 1203 and as directed.
-
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Hardbed @ Ch.1200 m
22.76
-
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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.1200 m
16.88
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Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)
-
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For 1st year
1
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For 2nd year
1
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For 3rd Year
1
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For 4th Year
1
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For 5th Year
1
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Upgradation of the road from L138 - Sendarayampatti Road Km.0/0-1/200
-
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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.
2880
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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.
1500
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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
-
-
-
... More
Km. 0/0-2/0
4.19
-
-
... 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. 0/0-2/0
4.19
-
-
... 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. 0/0-2/0
1204.88
-
-
... 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
559.24
-
-
... More
Km. 1/0-2/0
112.5
-
-
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (Grading II)
-
-
-
... More
Km. 0/0-1/0
281.58
-
-
... More
Km. 1/0-2/0
56.25
-
-
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III)
-
-
-
... More
Km. 0/0-1/0
281.58
-
-
... More
Km. 1/0-2/0
56.25
-
-
... 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
3754.49
-
-
... More
Km. 1/0-2/0
750
-
-
... 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
3776.25
-
-
... More
Km. 1/0-2/0
750
-
-
... More
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
-
-
-
... More
Km. 0/0-1/0
3776.25
-
-
... More
Km. 1/0-2/0
750
-
-
... More
Providing and laying Seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
... More
Km. 0/0-1/0
3776.25
-
-
... More
Km. 1/0-2/0
750
-
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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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Providing and Fixing 'Logo' of PMGSY project
2
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KM Stone
1
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HM Stone
5
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Cautionary Sign Board
5
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Traffic Sign Board
5
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Reflector
5
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Guard Stone
10
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Citizen Information Board
1
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Maintenance Board
1
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Name Board
1
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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.
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1.5m Span Culvert @ Ch.750 m
6.05
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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.
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1.5m Span Culvert @ Ch.750 m
17.87
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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.
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1.5m Span Culvert @ Ch.750 m
2.7
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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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1.5m Span Culvert @ Ch.750 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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1.5m Span Culvert @ Ch.750 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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1.5m Span Culvert @ Ch.750 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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1.5m Span Culvert @ Ch.750 Below Sill
50.64
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1.5m Span Culvert @ Ch.750 Above Sill
31.12
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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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1.5m Span Culvert @ Ch.750 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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Deck Slab @ Ch.750 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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Deck Slab @ Ch.750 m
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Deck Slab @ Ch.750 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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Deck Slab @ Ch.750 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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Deck Slab @ Ch.750 m
8.8
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Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)
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For 1st year
1
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For 2nd year
1
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For 3rd Year
1
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For 4th Year
1
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For 5th Year
1
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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)
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