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 Date30 Dec 2024
Closing Soon23 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,55,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Vellore District Strengthening Of The Road From Cc Road To Dharmapuram Road Km 0/0-3/010 In Sathupalayam In Kaniyambadi Block (p.no.08/13) Of Vellore Dt Under Nabard Ridf- Xxx 24-25 .(r154) Package No 08
Description
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Contact
Tender Id
2024_RDTN_515511_1Tender No
54951/2023/RB1.2Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation in Soil using Hydralic Excavator and Tippers with disposal upto 1000m for roadwork in soil and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Tecnical Specification Clause 302.3
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KM 0/000-1/000
54.02
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KM 1/000-2/000
66.85
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KM 2/000- 3/000
96.2
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KM 3/000-3/010
1.88
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Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Filling with cut Earth )
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KM 0/000-1/000
213.75
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KM 1/000-2/000
221.44
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KM 2/000- 3/000
265.58
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KM 3/000-3/010
4.1
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Gravel Shoulder Collectiona 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 0/000-1/000
361.89
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KM 1/000-2/000
438.75
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KM 2/000- 3/000
448.7
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KM 3/000-3/010
4.5
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WET MIX MECADAM 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
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KM 0/000-1/000
331.91
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KM 1/000-2/000
374.81
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KM 2/000- 3/000
391.2
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KM 3/000-3/010
11.25
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PRIMER COAT Applying PRIMECOAT over WMB/WMB surface at 7.00kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying hire charges for bitumen sprayer etc., complete
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KM 0/000-1/000
2655.3
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KM 1/000-2/000
2998.5
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KM 2/000- 3/000
3129.6
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KM 3/000-3/010
90
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TACK COAT Applying TACK COAT over Primed WMM surface at 2.5kg of Rs-1 Bitumen Emulsion / 10sq.m including labour for spraying hire charfes for bitumen sprayer etc., complete
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KM 0/000-1/000
2672.7
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KM 1/000-2/000
2998.5
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KM 2/000- 3/000
3138.3
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KM 3/000-3/010
90
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Bituminous Concrete Providing and laying bituminious concrete to 40mm thick using 0.13 cum of 19.00-9.50mm. 0.17 cum of 9.5-2.36 and below with 50.3kgs of BG30/BG40 heating the bitumen and aggregates to required temperature and mixing then 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 tons vibratery / phenumatic
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KM 0/000-1/000
66.82
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KM 1/000-2/000
74.96
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KM 2/000- 3/000
78.46
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KM 3/000-3/010
2.25
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Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface KM 0/000-6/450S
602
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Providing and Fixing of Cautionary, mandatory And Informatory sign Board Providing and fixing of Retro Reflectorisedn Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09, Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm X 25mm X 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm X 6mmfirmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm X 45cm X 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec No.801)
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Provision for K.M. stone
3
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Provision for H.M. stone
12
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Provision for Guard. stone
57
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60CM Equilateral triangale Cautionary Signboard
24
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Provision for 60 cm Circle(MANDATORY SIGN)
10
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Provision for Chevron
5
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Provision for Road Marker/ Road stud with lens Reflector
32
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Construction of 1.50m Span Culvert at Ch. 750
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Earth work excavation for foundation soil as per SS 20 B for foundation.
41.89
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Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.
4.19
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
28.67
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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
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Below sill
42
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Above sill
96.34
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Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.
0.35
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
25
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.36
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R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
3.31
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Providing and fixing 20mm 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
4.5
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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
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.
6.14
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Construction of Retaining Wall at Ch 2560-2700
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Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B
304.08
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Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
25.34
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
311.18
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Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items
663.86
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
114.03
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete
297.06
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Cement Concrete Pavement Ch 0/910
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Earth work excavation for foundation soil as per SS 20 B for foundation.
46.73
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Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
14.02
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C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.
63.18
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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)
24.75
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WET MIX MECADAM 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
24.75
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Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
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Below sill
37.38
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Above sill
104.95
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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 an for etc
31.88
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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 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 for carriageway width of 3.00m & 3.75m
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For the First Year from the date of completion of work
3.01
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For the Second Year from the date of cpmpletion of work
3.01
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For the Third Year from the date of completion of work
3.01
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For the Fourth Year from the date of completion of work
3.01
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For the Fifth Year from the date of completion of work
3.01
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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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