Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Building Construction
Eprocure
Opening Date4 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 5,00,71,000
Costs
EMD
₹ 10,02,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_136198_1Bid Award Id
ViewTender No
TN15214Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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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 - 8/200
10132.29
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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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in Km. 0/0 - 8/200
16047.85
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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
486.45
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KM 1/0 - 2/0
559.24
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-
'KM 2/0 - 3/0
560.87
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-
'KM 3/0 - 4/0
528.19
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'KM 4/0 - 5/0
535.05
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-
KM 5/0 - 6/0
560.87
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-
KM 6/0 - 7/0
558.56
-
-
KM 7/0 - 8/0
561.26
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KM 8/0 - 8/200
110.87
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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 - 0/100
72.38
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Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR 5; 40% GSB Material, Grade II; 3% Cement by weight of soil; 1 kg of Terrasil or Equivalent per cum & 1 kg of Zycobond or Equivalent per cum Along with 20mm embedded grit Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static Roller Including Maintaining the Camber as per specifications. Complete job , finished work to be measured.
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KM 0/0 - 1/0
325.98
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KM 1/0 - 2/0
372.82
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'KM 2/0 - 3/0
373.91
-
-
'KM 3/0 - 4/0
352.11
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'KM 4/0 - 5/0
358.36
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-
KM 5/0 - 6/0
373.91
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-
KM 6/0 - 7/0
377.58
-
-
KM 7/0 - 8/0
374.17
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KM 8/0 - 8/200
73.91
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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 - 8/200
30489.6
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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 502.
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km 0/0 - 8/200
30638.49
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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 ( Mix Seal Surfacing - Using Waste Plastic )
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KM 0/0 - 1/0
3845.63
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KM 1/0 - 2/0
3750
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'KM 2/0 - 3/0
3750
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'KM 3/0 - 4/0
3600.01
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'KM 4/0 - 5/0
3605.48
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-
KM 5/0 - 6/0
3750
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KM 6/0 - 7/0
3802.05
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KM 7/0 - 8/0
3750
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KM 8/0 - 8/200
750
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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
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-
'KM 2/0 - 3/0
5.62
-
-
'KM 3/0 - 4/0
5.62
-
-
'KM 4/0 - 5/0
5.62
-
-
KM 5/0 - 6/0
5.62
-
-
KM 6/0 - 7/0
5.62
-
-
KM 7/0 - 8/0
5.62
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-
KM 8/0 - 8/200
5.62
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-
Providing and fixing Name board
1
-
-
Providing and Fixing 'Logo' of PMGSY Project
5
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-
Providing and Fixing 'Citizen information Board' of PMGSY Project
2
-
-
Providing and Fixing 'Maintenance information Board' of PMGSY Project
1
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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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90 Cm Equilateral triangle ( Cautionary ) sign board
1
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60 Cm Circular ( Mandatory ) sign board Triangle
8
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Reflector
48
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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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(ii) Ordinary Kilometer Stone (Precast)
8
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(iii) 200 m stone (precast)
33
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Road Marking with hot applied hermoplastic compound with Reflectorising Glass Beads on Bituminous surface
1640
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Provision for CD Works
-
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Construction of 1.5 m RCC Slab culvert @ Ch. 1230,1430,2850,3425,3836,4064,4485,5700,6480,6852,8084, of Gudamalai to Nanankarai road
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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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Culvert @ Ch. Km : 1 / 0 - 2 / 0
90.09
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
90.09
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-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
90.09
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
90.09
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
90.09
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
90.09
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
90.09
-
-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
90.09
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
90.09
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
90.09
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-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
90.09
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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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Culvert @ Ch. Km : 1 / 0 - 2 / 0
10.29
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
10.29
-
-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
10.29
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
10.29
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
10.29
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
10.29
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
10.29
-
-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
10.29
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
10.29
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
10.29
-
-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
10.29
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-
Cement concrete 1 : 2.5 : 5 mix using M15 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
10.29
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-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
10.29
-
-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
10.29
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
10.29
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
10.29
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
10.29
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
10.29
-
-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
10.29
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
10.29
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
10.29
-
-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
10.29
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-
Cement concrete 1 : 2 : 4 mix using M20 Grade 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 Sill Level)
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
53.78
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-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
53.78
-
-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
53.78
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
53.78
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
53.78
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
53.78
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
53.78
-
-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
53.78
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
53.78
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
53.78
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-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
53.78
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-
Cement concrete 1 : 2 : 4 mix using M20 Grade 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 Sill Level)
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
33.01
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-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
33.01
-
-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
33.01
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
33.01
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
33.01
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
33.01
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
33.01
-
-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
33.01
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
33.01
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
33.01
-
-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
33.01
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-
Cement concrete 1 : 2 : 4 mix using M20 Grade 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 Sill Level)
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
3.36
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-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
3.36
-
-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
3.36
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-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
3.36
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
3.36
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
3.36
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
3.36
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-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
3.36
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
3.36
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
3.36
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-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
3.36
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-
Cement concrete 1:1.5:3 using M25 Grade 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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
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-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
3.31
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-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
3.31
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-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
3.31
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
3.31
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
3.31
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
3.31
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
3.31
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-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
3.31
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
3.31
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
3.31
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-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
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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Culvert @ Ch. Km : 1 / 0 - 2 / 0
0.35
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
0.35
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-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
0.35
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-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
0.35
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
0.35
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
0.35
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
0.35
-
-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
0.35
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
0.35
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
0.35
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-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
0.35
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-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
-
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
15
-
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
15
-
-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
15
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
15
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
15
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
15
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
15
-
-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
15
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
15
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
15
-
-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
15
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-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
4.5
-
-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
4.5
-
-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
4.5
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
4.5
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
4.5
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
4.5
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-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
4.5
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-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
4.5
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-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
4.5
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-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
4.5
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-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
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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Culvert @ Ch. Km : 1 / 0 - 2 / 0
12
-
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Culvert @ Ch. Km : 1 / 0 - 2 / 0
12
-
-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
12
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
12
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
12
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
12
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
12
-
-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
12
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
12
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
12
-
-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
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.
-
-
-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
8.78
-
-
Culvert @ Ch. Km : 1 / 0 - 2 / 0
8.78
-
-
Culvert @ Ch. Km : 2 / 0 - 3 / 0
8.78
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
8.78
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
8.78
-
-
Culvert @ Ch. Km : 3 / 0 - 4 / 0
8.78
-
-
Culvert @ Ch. Km : 4 / 0 - 5 / 0
8.78
-
-
Culvert @ Ch. Km : 5 / 0 - 6 / 0
8.78
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
8.78
-
-
Culvert @ Ch. Km : 6 / 0 - 7 / 0
8.78
-
-
Culvert @ Ch. Km : 8 / 0 - 8 / 200
8.78
-
-
Construction of 0.6 m RCC Cover Slab culvert @ Ch.6320 of Gudamalai to Nanankarai road
-
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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.
-
-
-
Culvert @ Ch. 6320
20.33
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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.
-
-
-
Culvert @ Ch. 6320
3.39
-
-
Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation.(Above Sill Level)
-
-
-
Culvert @ Ch. 6320
9.17
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-
Cement concrete 1:1.5:3 using M25 Grade 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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
-
-
-
Culvert @ Ch. 6320
1.69
-
-
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.
-
-
-
Culvert @ Ch. 6320
0.16
-
-
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.
-
-
-
Culvert @ Ch. 6320
4.88
-
-
Providing Existing 22row 900mm dia piped cause way Wearing Coat only @ CH 4893 - 4936m.
-
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-
Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.
-
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Km 4/0 - 5/0
25.8
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-
Dismantling Existing CD works @ Km. 6320 , 1430 , 3425 , 3836 , 4064 , 4485 ,5700 ,6852 ,8084 , 2850 of Gudamalai to Nanankarai road
-
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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.1430 , 3425 , 3836
67.6
-
-
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.1430 , 3425 , 3836
5.63
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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., Reinforced Cement Concrete
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Ch.6320
0.81
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202
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Ch.1430 , 3425 , 3836
54
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Construction of Protective work at KM 2450-2500, 2540-2555, 2750-2810, 3330-3345, 3655-3670, 4883-4893, 4936-4946, 5125-5145, 5420-5435, 7530-7565 of Gudamalai to Nanankarai road
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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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-
Km : 2 / 0 - 3 / 0
126
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-
Km : 3 / 0 - 4 / 0
39.38
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Km : 4 / 0 - 5 / 0
54
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Km : 5 / 0 - 6 / 0
36.75
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km : 7 / 0 - 8 / 0
63.75
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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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-
Km : 2 / 0 - 3 / 0
50.4
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Km : 3 / 0 - 4 / 0
15.75
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-
Km : 4 / 0 - 5 / 0
21.6
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Km : 5 / 0 - 6 / 0
11.9
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km : 7 / 0 - 8 / 0
25.5
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Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation.(Below Sill Level)
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Km : 2 / 0 - 3 / 0
130.05
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Km : 3 / 0 - 4 / 0
39.16
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Km : 4 / 0 - 5 / 0
52.2
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Km : 5 / 0 - 6 / 0
39.38
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km : 7 / 0 - 8 / 0
63
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Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation.(above Sill Level)
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-
Km : 2 / 0 - 3 / 0
130.21
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Km : 3 / 0 - 4 / 0
55.07
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Km : 4 / 0 - 5 / 0
78.81
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Km : 5 / 0 - 6 / 0
25.4
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km : 7 / 0 - 8 / 0
82.56
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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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Km : 2 / 0 - 3 / 0
73
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Km : 3 / 0 - 4 / 0
20
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-
Km : 4 / 0 - 5 / 0
28
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Km : 5 / 0 - 6 / 0
23
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km : 7 / 0 - 8 / 0
33
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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Km : 2 / 0 - 3 / 0
5.32
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Km : 5 / 0 - 6 / 0
1.5
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Km : 5 / 0 - 6 / 0
3.1
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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
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For 1st Year
8.2
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For 2nd Year
8.2
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For 3rd Year
8.2
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For 4th Year
8.2
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For 5th Year
8.2
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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)
1
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