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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 CrAccepted-AOC NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹1.4 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.5 Cr+₹2.7 L (1.87%)Rejected-AOC 42A NEAR WATER TANK RAJMATHA ST GOLDEN NAGAR MANNARAI PO TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | ₹1.5 Cr+₹2.7 L (1.87%) | 2 | Rejected-AOC l2 |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
12 May 2023, 3:00 pmClosed
Project Diretor
DRDA Namakkal
Upgradation/ Strengthening/Periodic Renewal and Five year Maintenance of3Road works inErumapattyBlock of Namakkal District under Mudhalvarin Grama Salaigal Membattu Thittam (MGSMT)- 2022-23.Pa.No13 /NKL/MGSMT 2022-23
2023_RDTN_308350_4
DIPR/2142/Tender/2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Erumapatty
Required Documents as Per Schedule
4 documents required · 4 mandatory
₹0
₹1.5 L
Yes
DRDA Namakkal
4 Jul 2023
29 Apr 2023
12 May 2023
29 Apr 2023
12 May 2023
5 May 2023
5 May 2023
Amount
Strengthening the Road from Trichy-Namakkal Main Road to Karumariyamman kovil (Via) Nagarajapuram Km 0/00 - 0/700 (R-391)
Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers.
Picking 5 cm to 10 cm old metalled surface and sectioning including all labourcharges.etc. complete.
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.
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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. Comp.
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 23.232Kg of bitumen and 1.168 Kg of Plastic waste for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com.
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.
Provision for Road Marking including all cost and conveyance labour and Material charge etc, Complete
Providing and fixing of Sign boards
a. 60cm Equilateral tringle cautionary signboard
b. 60cm Cricle (MANDATORY SIGN)
c. Guard stone
HM Stone
Strengthening the Road from Namakkal Thuraiyur road to Coolipatty Murugankoil H/O Reddipatty Km 0/00 - 1/500 (R-149)
Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers.
Picking 5 cm to 10 cm old metalled surface and sectioning including all labourcharges.etc. complete.
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.
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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. Comp.
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) 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
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.
Provision for Road Marking including all cost and conveyance labour and Material charge etc, Complete
Providing and fixing of Sign boards
a. 60cm Equilateral tringle cautionary signboard
b. 60cm Cricle (MANDATORY SIGN)
KM Stone
HM Stone
Strengthening the Road from Senkuttai road H/O Reddipatty Km 0/00 - 1/500 (R-156)
Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers.
Picking 5 cm to 10 cm old metalled surface and sectioning including all labourcharges.etc. complete.
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.
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
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. Comp.
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) 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
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.
Provision for Road Marking including all cost and conveyance labour and Material charge etc, Complete
Providing and fixing of Sign boards
a. 60cm Equilateral tringle cautionary signboard
b. 60cm Cricle (MANDATORY SIGN)
KM Stone
HM Stone
Hard Bed (SUB ESTIMATE)
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing officers including conveyance of all materials to site and proper centering etc complete.
Cement concrete M30 Mix ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
RCC 3m Span Culvert (SUB ESIMATE)
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
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
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing officers including conveyance of all materials to site and proper centering etc complete.
Below GL
Above GL
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
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
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 with standard specification etc complete.
Reinforced cement concrete 1:1.5:3mix 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 10 cum
Towards the charges for routline maintenance of the road work executed under MGSMT 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
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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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