Rural Development And Panchayat Raj Department 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.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Aug 2024
Closing Date14 Aug 2024
Tender Amount₹ 2,95,40,000
Costs
EMD
₹ 5,91,000Document 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_135841_1Bid Award Id
ViewTender No
TN16_200_ManamaduraiTender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
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.
-
-
-
Km : 0/0 - 4/100
5104.5
-
-
Construction of embankment with approved material obtained from borrow pits 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.
-
-
-
Km. 0/0 - 1/0
1393.83
-
-
Km. 1/0 - 2/0
1421.42
-
-
Km. 2/0 - 3/0
1410.12
-
-
Km. 3/0 - 4/0
1425.86
-
-
Km. 4/0 - 4/100
129.89
-
-
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)
-
-
-
Km. 0/0 - 1/0
560.02
-
-
Km. 1/0 - 2/0
560.87
-
-
Km. 2/0 - 3/0
562.5
-
-
Km. 3/0 - 4/0
559.8
-
-
Km. 4/0 - 4/100
56.25
-
-
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).
-
-
-
Km. 0/0 - 0/1
60.47
-
-
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.
-
-
-
Km. 0/0 - 1/0
191.87
-
-
Km. 1/0 - 2/0
190.66
-
-
Km. 2/0 - 3/0
193.34
-
-
Km. 3/0 - 4/0
186.6
-
-
Km. 4/0 - 4/100
22.81
-
-
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
-
-
-
Km. 0/0 - 0/1
403.13
-
-
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 0.9-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. (ii) Medium Porosity
-
-
-
Km. 0/1 - 1/0
3434.35
-
-
Km. 1/0 - 2/0
3813.27
-
-
Km. 2/0 - 3/0
3866.7
-
-
Km. 3/0 - 4/0
3732
-
-
Km. 4/0 - 4/100
456.25
-
-
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 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)
-
-
-
Km. 0/0 - 1/0
3853.98
-
-
Km. 1/0 - 2/0
3824.15
-
-
Km. 2/0 - 3/0
3866.7
-
-
Km. 3/0 - 4/0
3750
-
-
Km. 4/0 - 4/100
456.25
-
-
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].
-
-
-
Km. 0/0 - 1/0
3853.98
-
-
Km. 1/0 - 2/0
3824.15
-
-
Km. 2/0 - 3/0
3866.7
-
-
Km. 3/0 - 4/0
3750
-
-
Km. 4/0 - 4/100
456.25
-
-
NEW TECHNOLOGY [RBI]
-
-
-
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.
-
-
-
Km. 0/1 - 1/0
343.44
-
-
Km. 1/0 - 2/0
381.33
-
-
Km. 2/0 - 3/0
386.67
-
-
Km. 3/0 - 4/0
373.2
-
-
Km. 4/0 - 4/100
45.63
-
-
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
2.25
-
-
Km. 1/0 - 2/0
1.69
-
-
Km. 2/0 - 3/0
2.81
-
-
Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
748
-
-
Provision for Road Marker/ Road stud with lens Reflector
120
-
-
Provision for Name Board
1
-
-
Provision for PMGSY Logo Board
4
-
-
Provision for Sign Board (1 curve =2Nos)
24
-
-
Provision for Chevron Sign Octogan Board (90cm)
2
-
-
Provision for 60 cm Circle(Mandatory Sign Baoard)
4
-
-
Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker
20
-
-
Provision for Citizen Information Board
1
-
-
Provision for Maintenance Board
1
-
-
Provision for KM Stone
4
-
-
Provision for HM Stone
16
-
-
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.
-
-
-
Pipe culvert at : 2850
-
-
-
Removal of Pipes
7.5
-
-
Removal of Body wall
1.16
-
-
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.
-
-
-
1 Row Pipe Culvert @ Ch. 2850,
65.29
-
-
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.
-
-
-
1 Row Pipe Culvert @ Ch. 2850,
2.53
-
-
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.
-
-
-
1 Row Pipe Culvert @ Ch. 2850,
8.02
-
-
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
-
-
-
1 Row Pipe Culvert @ Ch. 2850,
13.34
-
-
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
-
-
-
1 Row Pipe Culvert @ Ch. 2850,
14.81
-
-
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.
-
-
-
1 Row Pipe Culvert @ Ch. 2850,
14.04
-
-
Providing and Laying reinforced Cement Concrete pipe NP3 for Culverts on first bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works backfilling concrete and masonry works in head walls and parapets
-
-
-
1 Row Pipe Culvert @ Ch. 2850,
7.5
-
-
Construction of Gravel/Soil-aggregate Base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III (GSB).
-
-
-
1 Row Pipe Culvert @ Ch. 2850,
2.27
-
-
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.
-
-
-
Slab culvert at : 1615
-
-
-
Removal of Deck
2.36
-
-
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.
-
-
-
1.5mCulvert @ Ch. 1615,
81.7
-
-
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.
-
-
-
1.5mCulvert @ Ch. 1615,
5.11
-
-
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.
-
-
-
1.5mCulvert @ Ch. 1615,
7.66
-
-
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
-
-
-
1.5mCulvert @ Ch. 1615,
52.53
-
-
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
-
-
-
1.5mCulvert @ Ch. 1615,
32.52
-
-
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.
-
-
-
1.5mCulvert @ Ch. 1615,
3.36
-
-
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
-
-
-
1.5mCulvert @ Ch. 1615,
3.31
-
-
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
-
-
-
1.5mCulvert @ Ch. 1615,
0.35
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
1.5mCulvert @ Ch. 1615,
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
1.5mCulvert @ Ch. 1615,
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
-
-
-
1.5mCulvert @ Ch. 1615,
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.
-
-
-
1.5mCulvert @ Ch. 1615,
9.45
-
-
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.
-
-
-
Slab culvert at : 410
-
-
-
Removal of Deck
6.75
-
-
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.
-
-
-
3.0m Culvert @ Ch. 410,
86.21
-
-
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. 410,
5.38
-
-
Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed including centering and shuttering.
-
-
-
3.0m Culvert @ Ch. 410,
8.09
-
-
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
-
-
-
3.0m Culvert @ Ch. 410,
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. 410,
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. 410,
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. 410,
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. 410,
0.88
-
-
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
-
-
-
3.0m Culvert @ Ch. 410,
15
-
-
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
-
-
-
3.0m Culvert @ Ch. 410,
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. 410,
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. 410,
9.25
-
-
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.1100 - 1170 RHS
30.1
-
-
Protective works@ Ch.1450 - 1500 RHS
21.5
-
-
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
-
-
-
Protective works@ Ch.1100 - 1170 RHS
6.02
-
-
Protective works@ Ch.1450 - 1500 RHS
4.3
-
-
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.1100 - 1170 RHS
6.02
-
-
Protective works@ Ch.1450 - 1500 RHS
4.3
-
-
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.1100 - 1170 RHS
34.97
-
-
Protective works@ Ch.1450 - 1500 RHS
24.98
-
-
Maintenance of the road
-
-
-
Towards the charges for routline
maintenance of the road work executed
under PMGSY 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 IRCSP-
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 the First Year from the date of
completion of work
1
-
-
For the Second Year from the date of
completion of work
1
-
-
For the Third Year from the date of
completion of work
1
-
-
For the Fourth Year from the date of
completion of work
1
-
-
For the Fifth Year from the date of
completion of work
1
-
-
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
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements