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 Date27 Dec 2024
Closing Soon10 Jan 2025
Tender Amount₹ 2,77,21,000
Costs
EMD
₹ 2,78,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Erode District Strengthening Of The Road 1 No. In Package No Tn 12-10 Bhavanisagar Block Under Nabard Ridf-xxx (2024-25).
Description
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Contact
Tender Id
2024_RDTN_514485_1Tender No
Roc.No.54591-2023-R B1.2 Dt. 17.12.2024Tender 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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Earth work excavation in all cases of soils except hard roack requiring blasting and depositing on bank within initial lead of 10m & initial lift of 2m including all labour charges and incidental charges such as shorting, strutting, providing coffer dams, bailing out of water as per 20A
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Km 0/000-4/220
2467.8
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Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.
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Km 0/000-1/000
240
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Km 1/000-2/000
199.42
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Km 2/000-3/000
194
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Km 3/000-4/000
178.43
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Km 4/000-4/100
40
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Km 3/000-4/000 (for Sub base)
360
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Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per Technical specification Clause 301.4
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Km 1/000-4/420
5262.08
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Construction of Granular Sub base by providing well graded material (25mm to 4.75mm IRC HBG metal @ 65% 4.75 to 2.36mm IRC HBG metal @20% & 2.36mm 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 accroance with the requirements of the specification and thickness as per approved with the directed by the enginee (mix in place method)
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Km 2/000-3/000
121.5
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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 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 0/000-4/220
1945.34
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Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
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Km 0/000-4/220
15630.24
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Providing and laying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.
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Km 0/000-4/220
15630.24
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BITUMINOUS Macadam 50 MM THICK USING cmp
Providing and laying Bituminious Macadam to 50mm thick using 0.20cum of 26.50-13.20mm. 0.43cum of 13.20-2.36mm and below size IRC metal with 37kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, 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 504 of MORTH Part-5
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Km 0/000-4/220
781.52
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BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II)
Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, 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 0/000-4/220
390.75
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KM & HM Stone
Reinforced cement concrete M15 grade kilometer and Hectometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703
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KM stone
4
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HM stone
17
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Providing and fixing OF Cautionary, mandatory and informatory sign board
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60 Cm Equilateral triangle (Cautionary) Sign Board
20
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60 Cm Circular (Mandatory) Sign Board
6
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Provision for Studs
128
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Road marking with hot applied thermo plastic compound with Reflectorising Glass Beads on Bituminous Surface
835.68
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Provision of rumble 15Nos. strips covered with premix bituminous carpet 15.20mm high at centre 250mm wide placed at 1m centre to center at approved locations to control speed marked with white strips of road marking point
14.05
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Construction of Hard Bed at CH 2085m-2115m
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
14.09
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
19.01
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Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C 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 mildsteel 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 andsupported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmentalofficers including conveyance of all materials to site and proper centering etc complete.
78.48
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Cement concrete 1:3:6 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
9.56
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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
39.6
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Provision for Bituminous pad
13.2
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Construction of RCC Slab Culvert 1.50m Span at Ch.1250m
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
41.89
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete
4.19
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Cement concrete 1:3:6 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
28.67
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Cement concrete 1:2:4 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 superstructure
25
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Cement concrete 1:2:4 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 Block
3.36
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Reinforced 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
3.31
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Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C 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 mildsteel 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 andsupported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmentalofficers including conveyance of all materials to site and proper centering etc complete.
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Below sill level
42
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Above sill level
96.34
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Supplying fabricating and placing in position mild steel/ Ribber tor steel rods for all RCC works including cost of steel and binding wire also in all floors complete complying with standard specification
0.35
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Providing and fixing 15mm Bitumen felt for expansion joint between Drit wall & Deck slab
3
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Providing and fixing Tar Paper for bearing between Bed Block & Deck Slab
4.5
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Providing weepholes
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 officers
6.14
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Construction of RCC Slab Culvert 1.50m Span at 3140m, 3393m and 3681m
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Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
125.67
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Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete
12.57
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Cement concrete 1:3:6 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
86.01
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Cement concrete 1:2:4 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 superstructure
75
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Cement concrete 1:2:4 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 Block
10.08
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Reinforced 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
9.93
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Supplying and erecting centering shuttering including necessary supports for planesurface in foundation and basement and in all floors for R C C 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 mildsteel 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 andsupported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centrecomplete complying with standard specifications and as directed by departmentalofficers including conveyance of all materials to site and proper centering etc complete.
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Below sill level
126
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Above sill level
289.02
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Supplying fabricating and placing in position mild steel/ Ribber tor steel rods for all RCC works including cost of steel and binding wire also in all floors complete complying with standard specification
1.05
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-
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Providing and fixing 15mm Bitumen felt for expansion joint between Drit wall & Deck slab
9
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Providing and fixing Tar Paper for bearing between Bed Block & Deck Slab
13.5
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Providing weepholes
36
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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 officers
18.42
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Name Board
1
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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 berectified 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
completion 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 Government Contract Works for the above Construction & maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (for Construction & maintenance) above this row in column "BB" for all works in this package}
1
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