Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Construction Material
Eprocure
Opening Date15 May 2024
Closing Date19 Jun 2024
Tender Amount₹ 2,04,97,940.66
Costs
EMD
₹ 4,17,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Pmgsy Iii 2022-2023 - Theni District - Andipatty Block - Package No. Tn19-43
Description
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Contact
Tender Id
2024_RDTN_133965_1Bid Award Id
ViewTender No
TN1943Tender 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
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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. 1/150 - 2/0
1148.11
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Km. 2/0 - 3/0
1275.57
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Km. 3/0 - 4/0
1293.32
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Km. 4/0 - 5/0
1192.32
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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. 1/150 - 2/0
469.69
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Km. 2/0 - 3/0
525.93
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Km. 3/0 - 4/0
534.37
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Km. 4/0 - 5/0
497.81
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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. 1/150 - 2/0
470.89
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Km. 2/0 - 3/0
533.06
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Km. 3/0 - 4/0
544.17
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Km. 4/0 - 5/0
513.87
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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. 1/150 - 2/0
3139.22
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Km. 2/0 - 3/0
3553.78
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Km. 3/0 - 4/0
3627.88
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Km. 4/0 - 5/0
3425.71
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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 (ii).
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Km. 1/150 - 2/0
3139.22
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Km. 2/0 - 3/0
3553.78
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Km. 3/0 - 4/0
3627.88
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Km. 4/0 - 5/0
3425.71
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Providing, laying and rolling of Close-Graded Premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [MIX SEAL SURFACING]. Km. 1/150 - 1/300
562.5
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NEW TECHNOLOGY [WASTE PLASTIC]
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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [MIX SEAL SURFACING USING WASTE PLASTIC].
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Km. 1/300 - 2/0
2576.72
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Km. 2/0 - 3/0
3553.78
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Km. 3/0 - 4/0
3627.88
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Km. 4/0 - 5/0
3425.71
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Construction of Hard Bed at Ch 2480-2500, 2530-2560, 4000-4100
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Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
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Hard bed @ Ch. 2480 - 2500
119.88
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Hard bed @ Ch. 2530 - 2560
159.88
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Hard bed @ Ch. 4000 - 4100
439.88
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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. 2480 - 2500
11.86
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Hard bed @ Ch. 2530 - 2560
15.61
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Hard bed @ Ch. 4000 - 4100
41.86
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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. 2480 - 2500
11.86
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Hard bed @ Ch. 2530 - 2560
15.61
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Hard bed @ Ch. 4000 - 4100
41.86
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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. 2480 - 2500
47.06
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Hard bed @ Ch. 2530 - 2560
60.11
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Hard bed @ Ch. 4000 - 4100
151.46
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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. 2480 - 2500
18.02
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Hard bed @ Ch. 2530 - 2560
27.92
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Hard bed @ Ch. 4000 - 4100
97.22
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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. 2480 - 2500
12.01
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Hard bed @ Ch. 2530 - 2560
18.61
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Hard bed @ Ch. 4000 - 4100
64.81
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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 (Pavement Quality Concrete).
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Hard bed @ Ch. 2480 - 2500
25.5
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Hard bed @ Ch. 2530 - 2560
38.25
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Hard bed @ Ch. 4000 - 4100
127.5
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Provision of Guard Stones
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Hard bed @ Ch. 2480 - 2500
22
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Hard bed @ Ch. 2530 - 2560
32
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Hard bed @ Ch. 4000 - 4100
102
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Construction of Wearing Coat with the length of 15 15 50 15 at Ch 1935 2348 3210 4815
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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. 1935
11.25
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Removal of Exist.CC @ Ch. 2348
11.25
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Removal of Exist.CC @ Ch. 3210
37.5
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Removal of Exist.CC @ Ch. 4815
11.25
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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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Wearing Coat @ Ch. 1935
19.13
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Wearing Coat @ Ch. 2348
19.13
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Wearing Coat @ Ch. 3210
63.75
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Wearing Coat @ Ch. 4815
19.13
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Provision of Guard Stones
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Wearing Coat @ Ch. 1935
17
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Wearing Coat @ Ch. 2348
17
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Wearing Coat @ Ch. 3210
52
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Wearing Coat @ Ch. 4815
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. 1/150 - 2/0
0.56
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Km. 2/0 - 3/0
1.69
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Km. 3/0 - 4/0
2.25
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Km. 4/0 - 5/0
2.81
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Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface
770
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Provision for Road Marker/ Road stud with lens Reflector
130
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Provision for Name Board
1
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Provision for PMGSY Logo Board
3
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Provision for Sign Board (1 curve =2Nos)
26
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Provision for Chevron Sign Octogan Board (90cm)
2
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Provision for 60 cm Circle(Mandatory Sign Board)
4
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Provision for Reflector - Traffic signs (Near culverts & trees) - Star sign Sticker
28
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Provision for Citizen Information Board
1
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Provision for Maintenance Board
1
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Provision for KM Stone
3
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Provision for HM Stone
16
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Maintenance Towards the charges for routline maintenance of the bridge work executed under PMGSY 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
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For the First Year from the date of completion of work
1
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For the Second Year from the date of cpmpletion of work
1
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For the Third Year from the date of completion of work
1
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For the Fourth Year from the date of completion of work
1
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For the Fifth Year from the date of completion of work
1
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GST Amount for providing Service to the above Government Contract 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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