Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date15 May 2024
Closing Date16 Jul 2024
Tender Amount₹ 3,34,61,000
Costs
EMD
₹ 6,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_134054_1Bid Award Id
ViewTender No
TN15208Tender 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
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.
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in Km. 0/0 - 4/975
6195.1
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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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in Km. 0/0 - 1/0
101.25
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-
in Km. 1/0 - 2/0
101.25
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-
in Km. 2/0 - 3/0
101.25
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-
in Km. 3/0 - 4/0
101.25
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-
in Km. 4/0 - 4/975
98.72
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Construction of embankment using tractor with grader 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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in Km. 0/0 - 1/0
101.25
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in Km. 1/0 - 2/0
101.25
-
-
in Km. 2/0 - 3/0
101.25
-
-
in Km. 3/0 - 4/0
101.25
-
-
in Km. 4/0 - 4/975
98.72
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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 (carted earth)
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-
in Km. 0/0 - 1/0
1026.31
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-
in Km. 1/0 - 2/0
991.68
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-
in Km. 2/0 - 3/0
999.54
-
-
in Km. 3/0 - 4/0
974.76
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-
in Km. 4/0 - 4/975
956.73
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-
Construction of embankment using tractor 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
336.52
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KM 1/0 - 2/0
335.54
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'KM 2/0 - 3/0
336.52
-
-
'KM 3/0 - 4/0
335.03
-
-
KM 4/0 - 4/975
329.06
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-
Providing layer spreading and compacting graded stone aggregate to wet mix macadam specifaction inculding premixing the material with water at OMC in mechanical mixer Pug mill carring of mixed material by tipper to site, laying in uniform layers in sub base/base course on a well prepared sub -base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density inculding lighting.
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-
km 0/0 - 1/0
564.81
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KM 1/0 - 2/0
568.28
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-
KM 2/0-3/0
560.87
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-
KM 3/0-4/0
566.28
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-
KM 4/0-4/975
552.37
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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
3765.37
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-
KM 1/0 - 2/0
3788.48
-
-
KM 2/0-3/0
3739.12
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-
KM 3/0-4/0
3775.19
-
-
KM 4/0-4/975
3682.5
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-
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 - 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
3810.24
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KM 2/0-3/0
3750
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-
KM 3/0-4/0
3802.57
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-
KM 4/0-4/975
3682.5
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-
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. (Using Waste Plastic 6%)
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km 0/0 - 1/0
188.28
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KM 1/0 - 2/0
189.44
-
-
KM 2/0-3/0
186.96
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-
KM 3/0-4/0
188.76
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-
KM 4/0-4/975
184.13
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-
PBituminous 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
112.96
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-
KM 1/0 - 2/0
113.65
-
-
KM 2/0-3/0
112.17
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-
KM 3/0-4/0
113.25
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KM 4/0-4/975
110.47
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-
Provision of 15 nos rumble strips with 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 w hile strips of road making paint.
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-
KM 0/0 - 1/0
5.62
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-
KM 1/0 - 2/0
5.62
-
-
'KM 2/0 - 3/0
5.62
-
-
'KM 3/0 - 4/0
5.62
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-
KM 4/0 - 4/975
5.62
-
-
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 - 4/975
195
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-
Providing and fixing Name board
1
-
-
Providing and Fixing 'Logo' of PMGSY Project
4
-
-
Providing and Fixing 'Citizen information Board' of PMGSY Project
1
-
-
Providing and Fixing 'Maintenance information Board' of PMGSY Project
1
-
-
Providing and fixing of Retro Reflectorised Cautionary , Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5mm thick Aluminium Sheet fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45cm x 45cm x 60cm below Ground level etc complete including 7 Years warrenty for the Retro Reflective Sheeting as per Clause 6.9 of IRC 67 - 2010 Specification ( as per MORTH & Speccification no : 801 )
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90CM Equilateral Trainagle (Cautinary) Sign Board
4
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60CM Circular (Mandatory) Sign Board
20
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Chevron Signs 90Cm Octagon (Curves)
8
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-
Reflector
24
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
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(i) Ordinary Kilometer Stone (Precast)
4
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-
(ii) 200 m stone (precast)
20
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(iii) Guard stone
50
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1.A)Construction of Culvert @ Km 0/0-1/0
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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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-
Ch 0/935
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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-
Ch 0/935
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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Ch 0/935
7.5
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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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Ch 0/935
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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-
Ch 0/935
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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-
Ch 0/935
10.32
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-
Cement concrete 1 : 2 : 4 mix using 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.
Below Ground level Footing
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-
Ch 0/935
50.64
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-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
-
-
-
Ch 0/935
27.76
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
3.36
-
-
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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-
Ch 0/935
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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Ch 0/935
0.35
-
-
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
-
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-
Ch 0/935
15
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-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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-
Ch 0/935
4.5
-
-
Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
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Ch 0/935
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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-
Ch 0/935
7.7
-
-
1.B)Construction of Culvert @ Km 1/0-2/0
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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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-
Ch 1/070
6.05
-
-
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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-
Ch 1/070
17.87
-
-
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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-
Ch 1/070
7.5
-
-
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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-
Ch 1/070
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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-
Ch 1/070
10.32
-
-
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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-
-
Ch 1/070
10.32
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Below Ground level Footing
-
-
-
Ch 1/070
50.64
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
-
-
-
Ch 1/070
27.76
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
3.36
-
-
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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-
Ch 1/070
3.31
-
-
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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-
Ch 1/070
0.35
-
-
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
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-
Ch 1/070
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
Ch 1/070
4.5
-
-
Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
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-
Ch 1/070
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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-
Ch 1/070
7.7
-
-
1.C)Construction of Culvert @ Km 3/0-4/0
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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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-
-
Ch 3/250
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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-
-
Ch 3/250
17.87
-
-
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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-
Ch 3/250
7.5
-
-
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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-
Ch 3/250
90.3
-
-
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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-
-
Ch 3/250
10.32
-
-
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.
-
-
-
Ch 3/250
10.32
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Below Ground level Footing
-
-
-
Ch 3/250
50.64
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
-
-
-
Ch 3/250
27.76
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
3.36
-
-
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
-
-
-
Ch 3/250
3.31
-
-
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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-
Ch 3/250
0.35
-
-
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
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-
Ch 3/250
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
Ch 3/250
4.5
-
-
Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
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-
-
Ch 3/250
12
-
-
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.
-
-
-
Ch 3/250
7.7
-
-
1.D)Construction of Culvert @ Km 4/0-5/0
-
-
-
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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-
-
Ch 4/210
6.05
-
-
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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-
-
Ch 4/210
17.87
-
-
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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-
Ch 4/210
7.5
-
-
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.
-
-
-
Ch 4/210
90.3
-
-
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.
-
-
-
Ch 4/210
10.32
-
-
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.
-
-
-
Ch 4/210
10.32
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Below Ground level Footing
-
-
-
Ch 4/210
50.64
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
-
-
-
Ch 4/210
27.76
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
3.36
-
-
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
-
-
-
Ch 4/210
3.31
-
-
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.
-
-
-
Ch 4/210
0.35
-
-
Providing Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per drawing and MORD technical Specification
-
-
-
Ch 4/210
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
Ch 4/210
4.5
-
-
Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
-
-
-
Ch 4/210
12
-
-
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.
-
-
-
Ch 4/210
7.7
-
-
1.E)Construction of Protective Wall Km 0/0 to 1/0
-
-
-
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.
-
-
-
Ch. Km : 0/355 - 0/385
33.75
-
-
Ch. Km : 0/625 - 0/640
16.88
-
-
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.
-
-
-
Ch. Km : 0/355 - 0/385
6.75
-
-
Ch. Km : 0/625 - 0/640
3.38
-
-
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.
-
-
-
Ch. Km : 0/355 - 0/385
9
-
-
Ch. Km : 0/625 - 0/640
4.5
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Below Ground level Footing
-
-
-
Ch. Km : 0/355 - 0/385
16.2
-
-
Ch. Km : 0/625 - 0/640
8.1
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
-
-
-
Ch. Km : 0/355 - 0/385
34.43
-
-
Ch. Km : 0/625 - 0/640
17.22
-
-
Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
-
-
-
Ch. Km : 0/355 - 0/385
60
-
-
Ch. Km : 0/625 - 0/640
30
-
-
1.F)Construction of Protective Wall Km 1/0 to 2/0
-
-
-
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.
-
-
-
Ch. Km : 1/130 - 1/160
33.75
-
-
Ch. Km : 1/750 - 1/765
16.88
-
-
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.
-
-
-
Ch. Km : 1/130 - 1/160
6.75
-
-
Ch. Km : 1/750 - 1/765
3.38
-
-
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.
-
-
-
Ch. Km : 1/130 - 1/160
9
-
-
Ch. Km : 1/750 - 1/765
4.5
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Below Ground level Footing
-
-
-
Ch. Km : 1/130 - 1/160
16.2
-
-
Ch. Km : 1/750 - 1/765
8.1
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
-
-
-
Ch. Km : 1/130 - 1/160
34.43
-
-
Ch. Km : 1/750 - 1/765
17.22
-
-
Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
-
-
-
Ch. Km : 1/130 - 1/160
60
-
-
Ch. Km : 1/750 - 1/765
30
-
-
1.G)Construction of Protective Wall Km 4/0 to 5/0
-
-
-
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.
-
-
-
Ch. Km : 4/225 - 4/250
28.13
-
-
Ch. Km : 4/460 - 4/490
33.75
-
-
Ch. Km : 4/670 - 4/690
22.5
-
-
Ch. Km : 4/940 - 4/960
22.5
-
-
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.
-
-
-
Ch. Km : 4/225 - 4/250
5.63
-
-
Ch. Km : 4/460 - 4/490
6.75
-
-
Ch. Km : 4/670 - 4/690
4.5
-
-
Ch. Km : 4/940 - 4/960
4.5
-
-
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.
-
-
-
Ch. Km : 4/225 - 4/250
7.5
-
-
Ch. Km : 4/460 - 4/490
9
-
-
Ch. Km : 4/670 - 4/690
6
-
-
Ch. Km : 4/940 - 4/960
6
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Below Ground level Footing
-
-
-
Ch. Km : 4/225 - 4/250
13.5
-
-
Ch. Km : 4/460 - 4/490
16.2
-
-
Ch. Km : 4/670 - 4/690
10.8
-
-
Ch. Km : 4/940 - 4/960
10.8
-
-
Cement concrete 1 : 2 : 4 mix using 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.
Above Ground level Body wall
-
-
-
Ch. Km : 4/225 - 4/250
28.55
-
-
Ch. Km : 4/460 - 4/490
34.43
-
-
Ch. Km : 4/670 - 4/690
23.09
-
-
Ch. Km : 4/940 - 4/960
23.09
-
-
Providing Weepholes in brick masonary, Plain/Reinforced Concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face coplete as per drawing and technical specification Clauses 614, 709, 1204 3.7
-
-
-
Ch. Km : 4/225 - 4/250
50
-
-
Ch. Km : 4/460 - 4/490
60
-
-
Ch. Km : 4/670 - 4/690
40
-
-
Ch. Km : 4/940 - 4/960
40
-
-
Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
-
-
-
For 1st Year
4.98
-
-
For 2nd Year
4.98
-
-
For 3rd Year
4.98
-
-
For 4th Year
4.98
-
-
For 5th Year
4.98
-
-
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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