Pradhan Mantri Gram Sadak Yojana Tender
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 May 2024
Closing Date19 Jul 2024
Tender Amount₹ 3,88,36,000
Costs
EMD
₹ 7,77,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_RDTN_133822_1Bid Award Id
ViewTender No
TN27319Tender 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
in Km 1/0 - 2/0
1800
-
10.65
in Km 2/0 - 3/0
1800
-
10.65
in Km 3/0 - 4/0
1800
-
10.65
in Km 4/0 - 5/0
1800
-
10.65
in Km 5/0 - 5/047
84.6
-
10.65
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.
-
-
-
in Km 0/0 - 1/0
1239.75
-
10.91
in Km 1/0 - 2/0
1200.99
-
10.91
in Km 2/0 - 3/0
1217.25
-
10.91
in Km 3/0 - 4/0
1246.37
-
10.91
in Km 4/0 - 5/0
1242.75
-
10.91
in Km 5/0 - 5/047
58.75
-
10.91
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
-
-
-
in Km 0/0 - 1/0
1110.78
-
175.18
in Km 1/0 - 2/0
1115.44
-
175.18
in Km 2/0 - 3/0
1138.83
-
175.18
in Km 3/0 - 4/0
1071.74
-
175.18
in Km 4/0 - 5/0
1103.79
-
175.18
in Km 5/0 - 5/047
58.24
-
175.18
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)
-
-
-
in Km 0/0 - 1/0
334.73
-
995.11
in Km 1/0 - 2/0
324.26
-
1005.6
in Km 2/0 - 3/0
328.65
-
1016.1
in Km 3/0 - 4/0
336.52
-
1026.59
in Km 4/0 - 5/0
335.54
-
1037.08
in Km 5/0 - 5/047
15.86
-
1047.57
Waterproofing of the shoulder surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured
-
-
-
in Km 0/0 - 1/0
2231.55
-
18.41
in Km 1/0 - 2/0
2161.79
-
18.41
in Km 2/0 - 3/0
2191.05
-
18.41
in Km 3/0 - 4/0
2243.47
-
18.41
in Km 4/0 - 5/0
2236.95
-
18.41
in Km 5/0 - 5/047
105.75
-
18.41
Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR 5; 40% GSB Material, Grade B; 3% Cement by weight of soil; 1kg of Terrasil or Equivalent per cum & 1kg of Zycobond or Equivalent per cum ; 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. (ref : MORD sl.no4.11-(i) page no.4-20)
-
-
-
in Km 0/0 - 1/0
401.31
-
3123.76
in Km 1/0 - 2/0
443.21
-
3135.64
in Km 2/0 - 3/0
441.36
-
3147.51
in Km 3/0 - 4/0
454.47
-
3159.26
in Km 4/0 - 5/0
452.98
-
3171.26
in Km 5/0 - 5/047
24.9
-
3177.55
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface
-
-
-
in Km 0/0 - 1/0
60.94
-
2359.22
Providing and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.
-
-
-
in Km 0/0 - 1/0
3750.5
-
32.6
in Km 1/0 - 2/0
3693.5
-
32.6
in Km 2/0 - 3/0
3677.96
-
32.6
in Km 3/0 - 4/0
3787.26
-
32.6
in Km 4/0 - 5/0
3774.8
-
32.6
in Km 5/0 - 5/047
207.5
-
32.6
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
-
-
-
in Km 0/0 - 1/0
3781.25
-
13.33
in Km 1/0 - 2/0
3728.01
-
13.33
in Km 2/0 - 3/0
3719.96
-
13.33
in Km 3/0 - 4/0
3798.14
-
13.33
in Km 4/0 - 5/0
3796.55
-
13.33
in Km 5/0 - 5/047
207.5
-
13.33
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.
-
-
-
in Km 0/0 - 1/0
187.53
-
7336.12
in Km 1/0 - 2/0
185.22
-
7336.12
in Km 2/0 - 3/0
183.89
-
7336.12
in Km 3/0 - 4/0
189.37
-
7336.12
in Km 4/0 - 5/0
188.74
-
7336.12
in Km 5/0 - 5/047
10.38
-
7336.12
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
-
-
-
in Km 0/0 - 1/0
3781.25
-
207.6
in Km 1/0 - 2/0
3728.01
-
207.6
in Km 2/0 - 3/0
3719.96
-
207.6
in Km 3/0 - 4/0
3798.14
-
207.6
in Km 4/0 - 5/0
3796.55
-
207.6
in Km 5/0 - 5/047
207.5
-
207.6
Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
-
-
-
in Km 0/0 - 1/0
14.05
-
475.44
in Km 1/0 - 2/0
22.48
-
475.76
in Km 2/0 - 3/0
5.62
-
476.09
in Km 3/0 - 4/0
11.24
-
47.41
in Km 4/0 - 5/0
11.24
-
476.75
in Km 5/0 - 5/047
2.81
-
476.75
Construction of Hard Bed @ Ch. 2/176 to 2/191 of in Kadali to Thathikulam Road via Poorkunam Sithathur
-
-
-
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 M35 (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
-
-
-
Hard Bed @ ch. 2/176 to 2/191
24.75
-
7212.61
Construction of 1.5m Rcc Slab culvert 1/707
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2582.36
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.
10.29
-
6209.09
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.
53.78
-
6579.84
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.
31.99
-
6959.45
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.
3.36
-
6959.45
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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
3.31
-
7662.81
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.
0.35
-
7686.72
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
221.01
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
4.5
-
100
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
12
-
118.25
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.
7.83
-
1610.88
Construction of 2.00m Rcc Slab culvert 1/994
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2582.36
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.
10.29
-
6209.09
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.
53.78
-
6579.84
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.
33.36
-
6959.45
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.
3.54
-
6959.45
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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
4.68
-
7662.81
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.
0.48
-
76862.72
Providing and fixing Kraft Paper for bearing Between Bed Block & Deck slab
4.5
-
100
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15
-
221.01
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
12
-
118.25
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.
8.78
-
1610.88
Construction of 2.00 m Rcc Slab culvert 2/026
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2593.22
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.
10.29
-
6224.05
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.
53.78
-
6594.96
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.
33.36
-
6975.44
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.
3.54
-
6975.44
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.
0.48
-
76870.09
Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating.
4.5
-
100
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15
-
221.01
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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
4.68
-
7679.32
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
12
-
118.27
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.
8.78
-
1621.74
Construction of 2.00 m Rcc Slab culvert 2/146
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2593.22
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.
10.29
-
6224.05
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.
53.78
-
6594.96
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.
33.36
-
6975.44
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.
3.54
-
6975.44
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.
0.48
-
76870.09
Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating.
4.5
-
100
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15
-
221.01
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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
4.68
-
7679.32
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
12
-
118.27
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.
8.78
-
1621.74
Construction of 3.00 m Rcc Slab culvert 2/193
-
-
-
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.
85.98
-
504.86
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.
9.83
-
2593.22
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.
9.83
-
6224.05
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.
50.87
-
6594.96
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.
42.41
-
6975.44
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.
3.9
-
6975.44
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.
0.88
-
76870.09
Providing and laying Kraft paper barring between deck slab and bed block to the full width of seating.
4.5
-
100
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
15
-
221.01
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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
8.1
-
7679.32
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
18
-
118.27
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.
8.71
-
1621.74
Construction of 1.5m Rcc Slab culvert 3/244
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2604.06
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.
10.29
-
6239.04
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.
53.78
-
6610.07
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.
31.99
-
6991.41
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.
3.36
-
6991.41
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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
3.31
-
7695.84
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.
0.35
-
76877.45
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
221.01
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
4.5
-
100
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
12
-
118.25
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.
7.83
-
1632.59
Construction of 1.5m Rcc Slab culvert 4/103
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2614.92
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.
10.29
-
6254.03
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.
53.78
-
6625.17
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.
31.99
-
7007.39
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.
3.36
-
7007.39
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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
3.31
-
7712.35
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.
0.35
-
76884.81
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
221.01
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
4.5
-
100
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
12
-
118.31
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.
7.83
-
1643.45
Construction of 1.5m Rcc Slab culvert 4/103
-
-
-
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.
90.09
-
504.86
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.
10.29
-
2614.92
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.
10.29
-
6254.03
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.
53.78
-
6625.17
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.
31.99
-
7007.39
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.
3.36
-
7007.39
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 without claiming extra as directed by the departmental officers complete complying with standard specifications.
3.31
-
7712.35
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.
0.35
-
76884.81
Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
-
221.01
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
4.5
-
100
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
12
-
118.31
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.
7.83
-
1643.45
Dismantling Existing CD works @ Ch. 1/707 & 1/994 of Kadali to Thathikulam Road via Poorkunam Sithathur
-
-
-
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.
9.07
-
761.33
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.
19.63
-
508.9
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.
-
-
-
Pipe culvet @ ch 1/707
6.3
-
758.81
Pipe culvet @ ch 1/994
12.6
-
758.81
Dismantling Existing CD works @ Ch.2/026, 2/146, 2/193 of Kadali to Thathikulam Road via Poorkunam Sithathur
-
-
-
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.
9.07
-
761.33
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.
28.98
-
508.9
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
1.65
-
2076.36
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.
25.2
-
758.81
Dismantling Existing CD works @ Ch3/244 of Kadali to Thathikulam Road via Poorkunam Sithathur
-
-
-
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.
1.51
-
761.33
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.
9.54
-
508.9
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
1.65
-
2076.36
Dismantling Existing CD works @ Ch4/103 & 4/980 Kadali to Thathikulam Road via Poorkunam Sithathur
-
-
-
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.
6.05
-
761.33
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.
19.08
-
508.9
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
1.65
-
2076.36
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.
6.3
-
758.81
Provision for Kilometer Stones
5
-
2730
Provision for Hectameter Stones
22
-
780
Provision for Guard Stone in the all Culvert
76
-
250
Road MarkingConfirming of IRC 67-2010 and ASTM D 4956-09, Type IV specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm MS angle and supported on a MS 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, 60cm below Ground level etc complete including 7 year warranty for the Retro Reflection Sheeting as per clause 6.9 of IRC 67.2010 Specification (as per MoRT & Spec. No 801).
-
-
-
Road Marking
1000.4
-
890
60cm equilator triangular Cautionary sign board
22
-
4999
60cm Circular mantatory, Octogon sign board
5
-
6283
curve board Chevron signs (Curves)
18
-
9976
Metal bracket with type IX flotoscent prismatic reflective sheeting which is suitable for guard rail it is available one way/two way. Applied for metal crash barriers/ guard rail/ to provide reflection across wide range observation Reflector(Near culverts & trees)
106
-
150
Provision for Citizen board
1
-
12300
Provision for Logo board
4
-
4035
Provision for Name board
1
-
12150
Provision for PMGSY Maintenance Board
1
-
12300
Provision for Photographic charges
1
-
10000
Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
-
-
-
For the First Year from the date of completion of work
4.61
-
40000
For the Second Year from the date of cpmpletion of work
4.61
-
60000
For the Third Year from the date of completion of work
4.61
-
80000
For the Fourth Year from the date of completion of work
4.61
-
100000
For the Fifth Year from the date of completion of work
4.61
-
120000
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements