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 Date31 Dec 2024
Closing Soon10 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,37,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_515620_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 for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting 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 Technical Specification Clause 302.3 SS 20A
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KM 0/0-1/000
71.01
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KM 0/0-1/500
34.31
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Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment using tractor with grader 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 (Filling with Carted Earth)
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KM 0/0-1/000
698.58
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KM 0/0-1/500
367.06
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Filling with cut earth
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KM 0/0-1/000
71.01
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KM 0/0-1/500
34.31
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Gravel Shoulder 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 0/0-1/000
448.37
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KM 0/0-1/500
275.63
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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 0/0-1/000
407.2
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KM 0/0-1/500
255.04
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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 0/0-1/000
3257.63
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KM 0/0-1/500
2040.3
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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 0/0-1/000
3268.5
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KM 0/0-1/500
2040.3
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BITUMINOUS MACADAM Providing and laying bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification clause. 504.
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KM 0/0-1/000
162.88
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KM 0/0-1/500
102.02
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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 0/0-1/000
81.71
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KM 0/0-1/500
51.01
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C.C ROAD (DLC) Cement concrete 1:3:6 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.
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Ch 800-1000
100
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C.C ROAD (PQC) 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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Ch 800-1000
220
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Metal Beam Crash Barrier Type - A, "W" Double Guard Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be mase by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanizes having Zinc Mass of 550gms/sqm, minimum 950mm above road / ground level fixed on ISMC series channel vertical post 150 X 75 X 5mm spaced 2m center to center 312mm X 83mm fiange width X 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350 X 350 X 800mm for a depth of 750mm below ground, All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge.
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Ch-600 (Right Side)
30
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Ch-1400 (Right Side)
30
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R.C.C Slab Culvert 1.5m Span
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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 etc
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Culvert @ Ch.500
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 for Levelling course
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Culvert @ Ch.500
4.19
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Cement concrete 1:3:6 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 for Foundation
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Culvert @ Ch.500
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
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Culvert @ Ch.500
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 blocks
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Culvert @ Ch.500
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 for Deckslab
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Culvert @ Ch.500
3.31
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Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using 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 (country wood) 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 centre complete complying with standard specifications and as directed by departmental officers etc.
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Below Sill
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Culvert @ Ch.500
42
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Above Sill
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Culvert @ Ch.500
96.34
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Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works
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Culvert @ Ch.500
0.35
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Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
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Culvert @ Ch.500
15
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Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
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Culvert @ Ch.500
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
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Culvert @ Ch.500
12
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Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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Culvert @ Ch.500
6.14
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Construction of HARD BED at Ch1490
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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
24.23
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Cement concrete 1:3:6 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.
7.27
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Cement concrete 1:2:4 mix using 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.
11
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Construction of Granular Sub base Grade III 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)
9.8
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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.
9.98
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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
11.25
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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete.
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Below Sill
68.28
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Above Sill
5.25
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Construction of Retaining Wall
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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
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Ch 150-200 (right Side)
94.2
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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.
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Ch 150-200 (right Side)
7.85
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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. (Below Sill)
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Ch 150-200 (right Side)
23.55
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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. (Below Sill)
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Ch 150-200 (right Side)
85.18
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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Below Sill)
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Ch 150-200 (right Side)
112.54
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Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Above Sill)
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Ch 150-200 (right Side)
186.83
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Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface KM 0/000-6/450S
300
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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
1
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Provision for H.M. stone
6
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Provision for (Pre cast) (for well Protection)
15
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60CM Equilateral triangale Cautionary Signboard
6
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90CM Equilateral triangale Cautionary Signboard
10
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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
1.5
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For the Second Year from the date of cpmpletion of work
1.5
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For the Third Year from the date of completion of work
1.5
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For the Fourth Year from the date of completion of work
1.5
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For the Fifth Year from the date of completion of work
1.5
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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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