Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Building Construction
Eprocure
Opening Date16 May 2024
Closing Date22 Jul 2024
Tender Amount₹ 1,60,44,000
Costs
EMD
₹ 3,21,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Karur District - Aravakurichi Block - Pmgsy Iii (2023-2024) Batch I - Tn 07 166
Description
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Contact
Tender Id
2024_RDTN_134115_1Bid Award Id
ViewTender No
TN7166Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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
1110.92
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Km. 1/0 - 2/0
1165.86
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Km. 2/0 - 3/0
1158.74
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Km. 3/0 - 3/330
393.98
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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel Shoulder)
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Km. 0/0 - 1/0
522.62
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Km. 1/0 - 2/0
549.9
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Km. 2/0 - 3/0
547.31
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Km. 3/0 - 3/330
185.63
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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 - 1/0
461.84
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Km. 1/0 - 2/0
461.5
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Km. 2/0 - 3/0
463.66
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Km. 3/0 - 3/330
154.69
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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 - 1/0
3694.77
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Km. 1/0 - 2/0
3692.03
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Km. 2/0 - 3/0
3709.31
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Km. 3/0 - 3/330
1237.5
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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 Bituminous surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).
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Km. 0/0 - 1/0
3705.65
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Km. 1/0 - 2/0
3701.03
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Km. 2/0 - 3/0
3709.31
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Km. 3/0 - 3/330
1237.5
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Providing, laying and rolling of Close-Graded Premix Surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 MSS (Using Waste Plastic).
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Km. 0/0 - 1/0
3705.65
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Km. 1/0 - 2/0
3701.03
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Km. 2/0 - 3/0
3709.31
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Km. 3/0 - 3/330
1237.5
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Construction of 1.50m Span RCC Slab Culvert CH:50m in the Esanatham to Senthampatti Road
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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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1.5m Culvert @ Ch. 50,
89.87
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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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1.5m Culvert @ Ch. 50,
7.93
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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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1.5m Culvert @ Ch. 50,
10.57
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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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1.5m Culvert @ Ch. 50,
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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1.5m Culvert @ Ch. 50,
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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1.5m Culvert @ Ch. 50,
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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1.5m Culvert @ Ch. 50,
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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1.5m Culvert @ Ch. 50,
0.35
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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1.5m Culvert @ Ch. 50,
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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1.5m Culvert @ Ch. 50,
4.5
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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
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1.5m Culvert @ Ch. 50,
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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1.5m Culvert @ Ch. 50,
9.25
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Construction of Retainingwall at CH:30 - 80m (50m) in the Esanatham to Senthampatti Road
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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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Protective works@ Ch.30 - 80 RHS
42
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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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Protective works@ Ch.30 - 80 RHS
10.5
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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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Protective works@ Ch.30 - 80 RHS
10.5
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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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Protective works@ Ch.30 - 80 RHS
18
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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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Protective works@ Ch.30 - 80 RHS
50.63
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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
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Protective works@ Ch.30 - 80 RHS
33
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Construction of Wearingcoat at CH: 372,752, 1277, 2945m in the Esanatham to Senthampatti Road
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
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Removal of Exist.CC @ Ch. 372
9.96
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Removal of Exist.CC @ Ch. 752
19.5
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Removal of Exist.CC @ Ch. 1277
15
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Removal of Exist.CC @ Ch. 2945
22.5
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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
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Removal of Exist.CC @ Ch. 372
16.93
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Removal of Exist.CC @ Ch. 752
33.15
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Removal of Exist.CC @ Ch. 1277
25.5
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Removal of Exist.CC @ Ch. 2945
38.25
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Provision for Guard Stone
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Removal of Exist.CC @ Ch. 372
14
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Removal of Exist.CC @ Ch. 752
32
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Removal of Exist.CC @ Ch. 1277
22
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Removal of Exist.CC @ Ch. 2945
32
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Construction of Hard Bed CH:390 - 405m (15m) in the Esanatham to Senthampatti Road
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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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Hard bed @ Ch. 390 - 405m
98.55
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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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Hard bed @ Ch. 390 - 405m
9.99
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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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Hard bed @ Ch. 390 - 405m
9.99
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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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Hard bed @ Ch. 390 - 405m
38.56
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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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Hard bed @ Ch. 390 - 405m
10.89
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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. (DRY LEAN CONCRETE)
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Hard bed @ Ch. 390 - 405m
8.71
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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
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Hard bed @ Ch. 390 - 405m
19.13
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Provision for Guard Stone
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Hard bed @ Ch. 390 - 405m
17
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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.
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Km. 0/0 -1/0
5.63
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Km. 1/0 -2/0
1.13
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Km. 2/0 - 3/0
1.69
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Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
666
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Provision for Road Marker/ Road stud with lens Reflector
150
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Painting Name Board
1
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Painting PMGSY Logo Board board
3
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Painting Sign Board ( 1Curve=2Nos)
30
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Provision for Chevron Sign Octogan Board (90cm)
2
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Provision for 60 cm Circle(Mandatory Sign Baoard)
4
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Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker
28
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Citizen Information Board
1
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Maintenance Board
1
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Km Stone
3
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HM Stone
14
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Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
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For 1st Year
3.33
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For 2nd Year
3.33
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For 3rd Year
3.33
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For 4th Year
3.33
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For 5th Year
3.33
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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