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 Date28 Dec 2024
Closing Date22 Jan 2025
Tender Amount₹ 2,37,72,000
Costs
EMD
₹ 2,37,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_514910_1Tender No
No.8870/2024/A11 Dt.18.12.2024 101Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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KM 1/0 - 2/0
1283.4
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KM 2/0 - 2/780
1404
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Picking the existing black top/ WBM surface to 50 MM depth including labour, hire charges d plants and all other incidental charges etc. complete as per MOST specification.
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KM 0/0 - 1/0
1145.37
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KM 1/0 - 2/0
884
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KM 2/0 - 2/780
967.75
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collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
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KM 0/0 - 1/0
1104.9
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KM 1/0 - 2/0
793.79
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KM 2/0 - 2/780
1022.99
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Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
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KM 0/0 - 1/0
515.41
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KM 1/0 - 2/0
397.8
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KM 2/0 - 2/780
435.49
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Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
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KM 0/0 - 1/0
523.59
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KM 1/0 - 2/0
401.62
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KM 2/0 - 2/780
440.18
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Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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KM 0/0 - 1/0
3490.62
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KM 1/0 - 2/0
2677.44
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KM 2/0 - 2/780
2934.5
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Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
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KM 0/0 - 1/0
3542
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KM 1/0 - 2/0
2699.19
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KM 2/0 - 2/780
2956.25
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Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
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KM 0/0 - 1/0
88.55
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KM 1/0 - 2/0
67.48
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KM 2/0 - 2/780
73.91
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Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
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KM 0/0 - 1/0
12.1
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KM 1/0 - 2/0
5.62
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KM 2/0 - 2/780
6.48
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Provision for Road Marking
484.6
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Provision for Road Marker/Road Stud with lens Reflector
59
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Provision for 60cm equilator triangular Cautionary sign Board
1
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Providing KM stone (1.65*0.45*0.15)
2
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Providing HM stone (0.75*0.23*0.10)
11
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Provision for Citizen Information Board cum Name Board
1
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Provision for CC Pavement @ Ch. 1/040 - 1/287 (247m)
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Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for RCC column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
108.68
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Cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete for bed blocks for 10 cum
271.7
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
45.1
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Provision for CD Works 1.50m RCC Slab Culvert @ Ch: 0/018
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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.
91.34
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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.
10.44
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Cement concrete 1:4: 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.
10.44
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Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for RCC column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
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Below Sill Level
71.82
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Above Sill Level
116.71
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Cement concrete 1:3:6 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.
87.99
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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.
3.36
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Cement concrete 1:1.5:3 using 20mm 155 HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick, and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.
3.31
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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.
0.35
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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
18
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Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
10.5
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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.
8.91
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Provision for 2 x 4.00m RCC Slab Culvert @ Ch: 0/894
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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.
215.11
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Sand Filling With Good River Sand Including Cost and Conveyance of all Materfals to site and all labour Charges etc complete
20.99
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Cement concrete 1:4: 8 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.
20.99
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Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for RCC column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
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Below Sill Level
113.46
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Above Sill Level
241.42
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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. Below Ground Level
101.4
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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. Above Ground Level
53.96
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Cement concrete 1:1.5:3 using 20mm 155 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. DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.
3.85
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken Granite chips at the periphery and labour charges for fixing. etc., to drain of the backfill IN THE ABUTMENTS AND WINGS,
44
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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.
6.86
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Reinforced Cement Concrete of 1:1.5:3 Mix using 20mmlSS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing. transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc; complete as per relevant standard specification, for DECK SLAB
27.75
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Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, 10 tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete for filling behind the abutment and wings.
112.03
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Cement Concrete 1:2:4 Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete working at heights hir charges for tools and plants, including all other incidental charges, etc., complete for PARAPET WALL
3.82
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Providing and fixing KRAFT PAPER for full width of seating, of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
6.38
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Provision for Retaining Wall @ Ch: 0/350 - 0/400, 0/525 - 0/575, 0/650 - 0/685, 0/740 - 0/765, 0/879 - 0/889 & 0/910 - 0/920
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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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Ch. : 0/350 - 0/400 (RHS)
120.75
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Ch. : 0/525 - 0/575 (LHS)
106.05
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Ch. : 0/650 - 0/685 (LHS)
74.24
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Ch. : 0/740 - 0/765 (LHS)
53.03
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Ch. : 0/879 - 0/889 (Both Sides)
42.42
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Ch. : 0/910 - 0/920 (Both Sides)
42.42
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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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Ch. : 0/350 - 0/400 (RHS)
17.25
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Ch. : 0/525 - 0/575 (LHS)
15.15
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Ch. : 0/650 - 0/685 (LHS)
10.61
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Ch. : 0/740 - 0/765 (LHS)
7.58
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Ch. : 0/879 - 0/889 (Both Sides)
6.06
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Ch. : 0/910 - 0/920 (Both Sides)
6.06
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Cement concrete 1:4:8 mix using 40mm HBG metal for foundation including wherever and laid in layers of not more than 15cm thick., compacting etc., Ccomplete with standard specifications and as directed.
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Ch. : 0/350 - 0/400 (RHS)
17.25
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Ch. : 0/525 - 0/575 (LHS)
15.15
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Ch. : 0/650 - 0/685 (LHS)
10.61
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Ch. : 0/740 - 0/765 (LHS)
7.58
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Ch. : 0/879 - 0/889 (Both Sides)
6.06
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Ch. : 0/910 - 0/920 (Both Sides)
6.06
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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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Below Ground Level Footing
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Ch. : 0/350 - 0/400 (RHS)
31.5
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Ch. : 0/525 - 0/575 (LHS)
27.3
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Ch. : 0/650 - 0/685 (LHS)
19.11
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Ch. : 0/740 - 0/765 (LHS)
13.65
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Ch. : 0/879 - 0/889 (Both Sides)
10.92
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Ch. : 0/910 - 0/920 (Both Sides)
10.92
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Body Wall
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Ch. : 0/350 - 0/400 (RHS)
147.63
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Ch. : 0/525 - 0/575 (LHS)
96.53
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Ch. : 0/650 - 0/685 (LHS)
67.57
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Ch. : 0/740 - 0/765 (LHS)
48.26
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Ch. : 0/879 - 0/889 (Both Sides)
38.61
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Ch. : 0/910 - 0/920 (Both Sides)
38.61
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Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for RCC column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etcusing mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (countrywood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmental Officers etc.Complete.
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Upto Ground Level
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Ch. : 0/350 - 0/400 (RHS)
348.06
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Ch. : 0/525 - 0/575 (LHS)
273.4
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Ch. : 0/650 - 0/685 (LHS)
192.86
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Ch. : 0/740 - 0/765 (LHS)
139.18
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Ch. : 0/879 - 0/889 (Both Sides)
117.28
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Ch. : 0/910 - 0/920 (Both Sides)
117.28
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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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Ch. : 0/350 - 0/400 (RHS)
50
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Ch. : 0/525 - 0/575 (LHS)
50
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Ch. : 0/650 - 0/685 (LHS)
35
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Ch. : 0/740 - 0/765 (LHS)
25
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Ch. : 0/879 - 0/889 (Both Sides)
20
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Ch. : 0/910 - 0/920 (Both Sides)
20
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Provision for Dismantling the existing CD structures @ Ch: 0/018, 0/894
-
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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.
4.8
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
14.2
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Dismantling, Clearing away and carefully stacking materials useful for re use. Removal of cut stone slabs
2.7
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Five Years of Maintenace
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For the First Year from the date of completion of work
2.78
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For the Second Year from the date of cpmpletion of work
2.78
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For the Third Year from the date of completion of work
2.78
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For the Fourth Year from the date of completion of work
2.78
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For the Fifth Year from the date of completion of work
2.78
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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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