Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2024
Closing Date16 Jul 2024
Tender Amount₹ 5,00,62,000
Costs
EMD
₹ 10,02,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Thoothukudi District - Pmgsy Iii-batch-i 2023-24 Package No Tn 25-124 Mrl16-palayamkottai- Aruppukottai Road To Sivagnanapuram Via Muthuramalingapuram,t
Description
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Contact
Tender Id
2024_RDTN_134243_1Bid Award Id
ViewTender No
TN25124Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Scarifying the Existing Bituminous road surface to a depth of 100 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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Km : 0/0 - 3/150 & 5/200 - 8/960
8596.05
-
-
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
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-
-
Km. 0/0 - 1/0
1036.78
-
-
Km. 1/0 - 2/0
1031.86
-
-
Km. 2/0 - 3/0
1074.29
-
-
Km. 3/0 - 3/150
148.64
-
-
Km. 5/200 - 6/0
826.25
-
-
Km. 6/0 - 7/0
1060.66
-
-
Km. 7/0 - 8/0
1076.93
-
-
Km. 8/0 - 8/960
1018.8
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-
Construction of Embankment with gravel fly ash with gravel obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(Shoulder Strengthening)
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-
-
Km. 0/0 - 1/0
560.02
-
-
Km. 1/0 - 2/0
552.34
-
-
Km. 2/0 - 3/0
562.5
-
-
Km. 3/0 - 3/150
84.38
-
-
Km. 5/200 - 6/0
447.02
-
-
Km. 6/0 - 7/0
559.46
-
-
Km. 7/0 - 8/0
562.5
-
-
Km. 8/0 - 8/960
540
-
-
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage 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 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).
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-
-
Km. 0/0 - 0/1
62.22
-
-
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
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-
-
Km. 0/0 - 1/0
189.99
-
-
Km. 1/0 - 2/0
189.1
-
-
Km. 2/0 - 3/0
187.5
-
-
Km. 3/0 - 3/150
31.51
-
-
Km. 5/200 - 6/0
157.55
-
-
Km. 6/0 - 7/0
187.78
-
-
Km. 7/0 - 8/0
187.5
-
-
Km. 8/0 - 8/960
184.43
-
-
Providing and applying Prime 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. (i) Medium Porosity
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-
-
Km. 0/0 - 1/0
3385.08
-
-
Km. 1/0 - 2/0
3781.95
-
-
Km. 2/0 - 3/0
3750
-
-
Km. 3/0 - 3/150
630
-
-
Km. 5/200 - 6/0
3151.17
-
-
Km. 6/0 - 7/0
3755.62
-
-
Km. 7/0 - 8/0
3750
-
-
Km. 8/0 - 8/960
3688.33
-
-
Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.2 to 0.25 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).
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-
Km. 0/0 - 1/0
3816.33
-
-
Km. 1/0 - 2/0
3849.68
-
-
Km. 2/0 - 3/0
3750
-
-
Km. 3/0 - 3/150
630
-
-
Km. 5/200 - 6/0
3171.05
-
-
Km. 6/0 - 7/0
3775.87
-
-
Km. 7/0 - 8/0
3750
-
-
Km. 8/0 - 8/960
3688.33
-
-
Providing and applying Prime 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. (i) Low Porosity
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-
-
Km. 0/0 - 0/1
414.75
-
-
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].
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-
-
Km. 0/0 - 1/0
3816.33
-
-
Km. 1/0 - 2/0
3849.68
-
-
Km. 2/0 - 3/0
3750
-
-
Km. 3/0 - 3/150
630
-
-
Km. 5/200 - 6/0
3171.05
-
-
Km. 6/0 - 7/0
3775.87
-
-
Km. 7/0 - 8/0
3750
-
-
Km. 8/0 - 8/960
3688.33
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-
NEW TECHNOLOGY [RBI]
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-
-
Providing, Laying and Spreading Base Course on a prepared surface, including mixing of 50% 22.4 mm Down Aggregate, 50% Stone Dust and 2.5% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specifications MoRTH 403.
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-
Km. 0/1 - 1/0
338.51
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-
Km. 1/0 - 2/0
378.2
-
-
Km. 2/0 - 3/0
375
-
-
Km. 3/0 - 3/150
63
-
-
Km. 5/200 - 6/0
315.13
-
-
Km. 6/0 - 7/0
375.56
-
-
Km. 7/0 - 8/0
375
-
-
Km. 8/0 - 8/960
368.84
-
-
Provision of 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.
-
-
-
Km. 0/0 - 1/0
1.13
-
-
Km. 1/0 - 2/0
2.81
-
-
Km. 5/200 - 6/0
3.94
-
-
Km. 6/0 - 7/0
1.13
-
-
Km. 8/0 - 8/960
1.13
-
-
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
1382
-
-
Provision for Road Marker/ Road stud with lens Reflector
180
-
-
Provision for Name Board
1
-
-
Provision for PMGSY Logo Board
5
-
-
Provision for Sign Board (1 curve =2Nos)
36
-
-
Provision for Chevron Sign Octogan Board (90cm)
2
-
-
Provision for 60 cm Circle(Mandatory Sign Baoard)
4
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Metal Bracket with type IX Flotoscent Prismatic reflective Sheeting
28
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-
Provision for Citizen Information Board
2
-
-
Provision for Maintenance Board
2
-
-
Provision for KM Stone
6
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-
Provision for HM Stone
28
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-
Construction of 1.5 m SPAN RCC Slab culvert at Ch 5210,
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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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-
-
Removal of Deck
2.36
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-
Removal of Abutment & Wings
12.75
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-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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-
-
1.5mCulvert @ Ch. 5210,
86.41
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-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
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-
-
1.5mCulvert @ Ch. 5210,
7.62
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-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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-
-
1.5mCulvert @ Ch. 5210,
10.16
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-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works
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-
-
1.5mCulvert @ Ch. 5210,
51.12
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Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For STEM as 10% Rate for Centering Works
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-
-
1.5mCulvert @ Ch. 5210,
29.12
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-
Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
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-
-
1.5mCulvert @ Ch. 5210,
3.36
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-
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
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-
-
1.5mCulvert @ Ch. 5210,
3.31
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-
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
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-
-
1.5mCulvert @ Ch. 5210,
0.35
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-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
1.5mCulvert @ Ch. 5210,
15
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-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
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-
1.5mCulvert @ Ch. 5210,
4.5
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-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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-
-
1.5mCulvert @ Ch. 5210,
12
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-
Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
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-
-
1.5mCulvert @ Ch. 5210,
9.25
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-
Construction of 3.0 m SPAN RCC Slab culvert at Ch 450,
-
-
-
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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-
-
Removal of Pipes
15
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-
Removal of Body wall
2.1
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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-
-
3.0m Culvert @ Ch. 450,
91.61
-
-
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.
-
-
-
3.0m Culvert @ Ch. 450,
8.09
-
-
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 including centering and shuttering.
-
-
-
3.0m Culvert @ Ch. 450,
10.78
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.For Footings as 4% Rate for Centering Works
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-
-
3.0m Culvert @ Ch. 450,
52.52
-
-
Cement concrete 1 : 2 : 4 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 For Stem as10% Rate for Centering Works
-
-
-
3.0m Culvert @ Ch. 450,
34.66
-
-
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.
-
-
-
3.0m Culvert @ Ch. 450,
3.9
-
-
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.
-
-
-
3.0m Culvert @ Ch. 450,
8.1
-
-
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.
-
-
-
3.0m Culvert @ Ch. 450,
0.88
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
3.0m Culvert @ Ch. 450,
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
3.0m Culvert @ Ch. 450,
4.5
-
-
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
-
-
-
3.0m Culvert @ Ch. 450,
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.
-
-
-
3.0m Culvert @ Ch. 450,
9.25
-
-
Construction of 5.0 m SPAN RCC Slab culvert at Ch 1800,
-
-
-
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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-
-
Pipe culvert at : 1800
-
-
-
Removal of Pipes
15
-
-
Removal of Body wall
2.1
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
5.0mCulvert @ Ch. 1800,
143.72
-
-
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.
-
-
-
5.0mCulvert @ Ch. 1800,
12.68
-
-
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 including centering and shuttering.
-
-
-
5.0mCulvert @ Ch. 1800,
16.9
-
-
Cement concrete 1 : 2 : 4 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 For Footings as 4% Rate for Centering Works
-
-
-
5.0mCulvert @ Ch. 1800,
88.19
-
-
Cement concrete 1 : 2 : 4 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 For Stem as10% Rate for Centering Works
-
-
-
5.0mCulvert @ Ch. 1800,
61.23
-
-
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 including centering and shuttering.
-
-
-
5.0mCulvert @ Ch. 1800,
22.75
-
-
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.
-
-
-
5.0mCulvert @ Ch. 1800,
2.08
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
5.0mCulvert @ Ch. 1800,
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
5.0mCulvert @ Ch. 1800,
6
-
-
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
-
-
-
5.0mCulvert @ Ch. 1800,
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.
-
-
-
5.0mCulvert @ Ch. 1800,
13.27
-
-
Construction of 2 x 5.0 m SPAN RCC Slab culvert at Ch 1150,
-
-
-
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.
-
-
-
Removal of Deck
36
-
-
Removal of Abutment & Wings
12.75
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
186.95
-
-
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.
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
16.5
-
-
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 including centering and shuttering.
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
22
-
-
Cement concrete 1 : 2 : 4 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 For Footings as 4% Rate for Centering Works
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
110.59
-
-
Cement concrete 1 : 2 : 4 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 For Stem as10% Rate for Centering Works
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
65.29
-
-
Cement concrete 1 : 1.5 : 3 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 including centering and shuttering.
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
41.14
-
-
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.
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
4.06
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
22.5
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
9.5
-
-
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
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
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.
-
-
-
2 x 5.0mCulvert @ Ch. 1150,
10.43
-
-
Construction of , 20, 30, 20 m Retaining wall at Ch 450, 1150, 1800
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
Protective works@ Ch.450 - 470 LHS
24
-
-
Protective works@ Ch.1150 - 1165 B/S
42
-
-
Protective works@ Ch.1800 - 1820 RHS
28
-
-
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.
-
-
-
Protective works@ Ch.450 - 470 LHS
3.6
-
-
Protective works@ Ch.1150 - 1165 B/S
6.3
-
-
Protective works@ Ch.1800 - 1820 RHS
4.2
-
-
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.
-
-
-
Protective works@ Ch.450 - 470 LHS
3.6
-
-
Protective works@ Ch.1150 - 1165 B/S
6.3
-
-
Protective works@ Ch.1800 - 1820 RHS
4.2
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Footings as 4% Rate for Centering Works
-
-
-
Protective works@ Ch.450 - 470 LHS
6
-
-
Protective works@ Ch.1150 - 1165 B/S
10.8
-
-
Protective works@ Ch.1800 - 1820 RHS
7.2
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Sub - Structure as 10% Rate for Centering Works
-
-
-
Protective works@ Ch.450 - 470 LHS
11.5
-
-
Protective works@ Ch.1150 - 1165 B/S
30.38
-
-
Protective works@ Ch.1800 - 1820 RHS
20.25
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN 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
-
-
-
Protective works@ Ch.450 - 470 LHS
13
-
-
Protective works@ Ch.1150 - 1165 B/S
20
-
-
Protective works@ Ch.1800 - 1820 RHS
13
-
-
Construction of 20 mToe wall at Ch 3130
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
Protective works@ Ch.3130 - 3150 RHS
17.85
-
-
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.
-
-
-
Protective works@ Ch.3130 - 3150 RHS
2.55
-
-
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.
-
-
-
Protective works@ Ch.3130 - 3150 RHS
2.55
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Footings as 4% Rate for Centering Works
-
-
-
Protective works@ Ch.3130 - 3150 RHS
3.9
-
-
Cement concrete 1 : 2 : 4 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed For Sub - Structure as 10% Rate for Centering Works
-
-
-
Protective works@ Ch.3130 - 3150 RHS
8.1
-
-
Construction of Wearing Coat with the length of 30 at ch 3120
-
-
-
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.
-
-
-
Removal of Exist.CC @ Ch. 3120
45
-
-
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
-
-
-
Wearing Coat @ Ch. 3120
38.25
-
-
Provision of Guard Stones
-
-
-
Wearing Coat @ Ch. 3120
32
-
-
Routine Maintenance after completion of work
-
-
-
Towards the charges for routine maintenance of the road work executed under Bharat Nirman including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM & HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and as directed by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost.
-
-
-
For the First Year from the date of completion of work
6.91
-
-
For the Second Year from the date of completion of work
6.91
-
-
For the Third Year from the date of completion of work
6.91
-
-
For the Fourth Year from the date of completion of work
6.91
-
-
For the Fifth Year from the date of completion of work
6.91
-
-
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
-
-
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