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 Date1 Jul 2024
Closing Date12 Jul 2024
Tender Amount₹ 1,52,25,194.08
Costs
EMD
₹ 1,55,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_458488_13Bid Award Id
ViewTender No
DIPR.2074/Tender/2024Tender 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
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
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Km 0/000 - 1/000
57.35
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Km 1/000 - 1/185
16.24
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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 Cut Earth)
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Km 0/000 - 1/000
437.66
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Km 1/000 - 1/185
120.23
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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 0/000 - 1/000
375
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Km 1/000 - 1/185
69.38
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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 0/000 - 1/000
586.04
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Km 1/000 - 1/185
127.01
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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., Complete
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-
-
Km 0/000 - 1/000
3906.9
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-
Km 1/000 - 1/185
846.75
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-
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-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
3906.9
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Km 1/000 - 1/185
846.75
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-
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/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 0/000 - 1/000
97.67
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-
Km 1/000 - 1/185
21.17
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-
Providing and fixing of Retro Reflectorised 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 6mm firmly 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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90 Cm Equilateral triangle (Cautionary) sign Board
6
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-
60 Cm Circular (Mandatory) sign Board
5
-
-
Provision for Name Board
1
-
-
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
237
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
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(i) Ordinary Kilometer Stone (Precast)
1
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-
(ii) 200 m stone (precast)
5
-
-
(iii) Guard Stone(precast)
15
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-
RETAINING WALL
-
-
-
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.600 - 625 (Left Side)
47.1
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Ch.775 - 800 (Left Side)
47.1
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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.600 - 625 (Left Side)
3.93
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-
Ch.775 - 800 (Left Side)
3.93
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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.600 - 625 (Left Side)
11.78
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-
Ch.775 - 800 (Left Side)
11.78
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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. (Above Sill)
-
-
-
Ch.600 - 625 (Left Side)
42.59
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-
Ch.775 - 800 (Left Side)
42.59
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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.600 - 625 (Left Side)
57.54
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-
Ch.775 - 800 (Left Side)
57.54
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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)
-
-
-
Ch.600 - 625 (Left Side)
94.19
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-
Ch.775 - 800 (Left Side)
94.19
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-
PHILIPPAKUTTAI - P.KANAVAIPATTY ROAD TO KARAKOODALPATTY KAPPALUTHU ROAD (VIA) SEERAPPALLIYAR KADU KM 0 / 000 - 1/260
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-
-
Clearing Scrub Jungles and removing them by burrying or burning etc., completed as per Sl. No.2
1344.6
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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
-
-
-
Km 0/000 - 1/000
50.98
-
-
Km 1/000 - 1/260
11.86
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-
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 Cut Earth)
-
-
-
Km 0/000 - 1/000
1091.48
-
-
Km 1/000 - 1/260
253.49
-
-
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
-
-
-
Km 0/000 - 1/000
337.5
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-
Km 1/000 - 1/260
82.69
-
-
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)
-
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-
Km 0/000 - 1/000
752.8
-
-
Km 1/000 - 1/260
200.16
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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 0/000 - 1/000
600.26
-
-
Km 1/000 - 1/260
160.54
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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., Complete
-
-
-
Km 0/000 - 1/000
4001.7
-
-
Km 1/000 - 1/260
1070.25
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-
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete
-
-
-
Km 0/000 - 1/000
4001.7
-
-
Km 1/000 - 1/260
1070.25
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-
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/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
-
-
-
Km 0/000 - 1/000
100.04
-
-
Km 1/000 - 1/260
26.76
-
-
Providing and fixing of Retro Reflectorised 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 6mm firmly 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)
-
-
-
90 Cm Equilateral triangle (Cautionary) sign Board
14
-
-
60 Cm Circular (Mandatory) sign Board
5
-
-
Provision for Name Board
1
-
-
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
252
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
(i) Ordinary Kilometer Stone (Precast)
1
-
-
(ii) 200 m stone (precast)
5
-
-
(iii) Guard Stone(precast)
35
-
-
RETAINING WALL
-
-
-
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
-
-
-
Ch.390 - 450 (Right Side)
113.04
-
-
Ch.1120 - 1180 (Left Side)
113.04
-
-
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.
-
-
-
Ch.390 - 450 (Right Side)
9.42
-
-
Ch.1120 - 1180 (Left Side)
9.42
-
-
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)
-
-
-
Ch.390 - 450 (Right Side)
28.26
-
-
Ch.1120 - 1180 (Left Side)
28.26
-
-
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. (Above Sill)
-
-
-
Ch.390 - 450 (Right Side)
102.54
-
-
Ch.1120 - 1180 (Left Side)
102.54
-
-
Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Below Sill)
-
-
-
Ch.390 - 450 (Right Side)
134.54
-
-
Ch.1120 - 1180 (Left Side)
134.54
-
-
Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. (Above Sill)
-
-
-
Ch.390 - 450 (Right Side)
225.65
-
-
Ch.1120 - 1180 (Left Side)
225.65
-
-
Hardbed
-
-
-
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
31.73
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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.
14.38
-
-
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)
9.52
-
-
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)
19.61
-
-
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.
14.96
-
-
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
24.75
-
-
Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete.
-
-
-
Below Sill
89.28
-
-
Above Sill
9.9
-
-
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 (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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