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₹ 2,43,32,000
Costs
EMD
₹ 2,43,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_514905_1Tender No
No.8870/2024/A11 Dt.18.12.2024 95Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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KM 1/0 - 1/320
576
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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
1246.37
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KM 1/0 - 1/320
396.37
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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
1625.75
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KM 1/0 - 1/320
491.15
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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
560.87
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KM 1/0 - 1/320
178.37
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Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
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KM 0/0 - 1/0
76.41
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KM 1/0 - 1/320
23.78
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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
624.09
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KM 1/0 - 1/320
200.9
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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
3786.64
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KM 1/0 - 1/320
1220.37
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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
3797.52
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KM 1/0 - 1/320
1231.25
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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
94.94
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KM 1/0 - 1/320
30.78
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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
40.2
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KM 1/0 - 1/320
6.48
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Provision for Road Marking
264
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Provision for Road Marker/Road Stud with lens Reflector
35
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Provision for 60cm equilator triangular Cautionary sign Board
12
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Providing KM stone (1.65*0.45*0.15)
1
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Providing HM stone (0.75*0.23*0.10)
5
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Provision for Citizen Information Board cum Name Board
1
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Provision for CD Works 1.50m RCC Slab Culvert @ Ch: 0/003
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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.
110.59
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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.
12.64
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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.
12.64
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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
85.32
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Above Sill Level
139.97
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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.
107.26
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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.
4.48
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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.
4.41
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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.
0.47
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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
20
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
14
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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.
12.01
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Provision for Retaining Wall @ Ch: 0/475-0/535 LHS, 0/570-0/670 RHS, 0/720-0/745 RHS, 0/780-0/860 RHS, 0/960-1/000 RHS, 1/140-1/170 RHS, 1/200-1/250 RHS
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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: 0/475-0/535 LHS
144.9
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Ch: 0/570-0/670 RHS
337.5
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Ch: 0/720-0/745 RHS
84.38
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Ch: 0/780-0/860 RHS
270
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Ch: 0/960-1/000 RHS
135
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Ch: 1/140-1/170 RHS
101.25
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Ch: 1/200-1/250 RHS
120.75
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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: 0/475-0/535 LHS
20.7
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Ch: 0/570-0/670 RHS
37.5
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Ch: 0/720-0/745 RHS
9.38
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Ch: 0/780-0/860 RHS
30
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Ch: 0/960-1/000 RHS
15
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Ch: 1/140-1/170 RHS
11.25
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Ch: 1/200-1/250 RHS
17.25
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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: 0/475-0/535 LHS
20.7
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Ch: 0/570-0/670 RHS
37.5
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Ch: 0/720-0/745 RHS
9.38
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Ch: 0/780-0/860 RHS
30
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Ch: 0/960-1/000 RHS
15
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Ch: 1/140-1/170 RHS
11.25
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Ch: 1/200-1/250 RHS
17.25
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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: 0/475-0/535 LHS
37.8
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Ch: 0/570-0/670 RHS
69
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Ch: 0/720-0/745 RHS
17.25
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Ch: 0/780-0/860 RHS
55.2
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Ch: 0/960-1/000 RHS
27.6
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Ch: 1/140-1/170 RHS
20.7
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Ch: 1/200-1/250 RHS
31.5
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Body Wall
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Ch: 0/475-0/535 LHS
177.15
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Ch: 0/570-0/670 RHS
382.5
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Ch: 0/720-0/745 RHS
95.63
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Ch: 0/780-0/860 RHS
306
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Ch: 0/960-1/000 RHS
153
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Ch: 1/140-1/170 RHS
114.76
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Ch: 1/200-1/250 RHS
147.63
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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: 0/475-0/535 LHS
416.37
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Ch: 0/570-0/670 RHS
856.16
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Ch: 0/720-0/745 RHS
220.79
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Ch: 0/780-0/860 RHS
686.64
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Ch: 0/960-1/000 RHS
347.84
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Ch: 1/140-1/170 RHS
263.14
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Ch: 1/200-1/250 RHS
348.17
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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: 0/475-0/535 LHS
20
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Ch: 0/570-0/670 RHS
33
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Ch: 0/720-0/745 RHS
8
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Ch: 0/780-0/860 RHS
27
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Ch: 0/960-1/000 RHS
13
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Ch: 1/140-1/170 RHS
10
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Ch: 1/200-1/250 RHS
17
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Provision for Side Drain @ Ch: 0/382
-
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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.
20.16
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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.
2.42
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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.
3.23
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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.
41.12
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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.
7.09
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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.
3.36
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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.
0.36
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Provision for Dismantling the existing CD structures @ Ch: 0/003
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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.
2.4
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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.
7.1
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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
1.32
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For the Second Year from the date of cpmpletion of work
1.32
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For the Third Year from the date of completion of work
1.32
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For the Fourth Year from the date of completion of work
1.32
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For the Fifth Year from the date of completion of work
1.32
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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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