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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC SOLAKKALIPALAYAM PERIYA VATTAM POST KODUMUDI VIA ERODE | ₹1.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹3.0 L (2.95%)Rejected-Finance 213 Y KAMARAJ NAGAR FIRST STREET BHAVANI | KARUR | TAMIL NADU | 621301 | ₹1.1 Cr+₹3.0 L (2.95%) | L2 | Rejected-Finance L2 |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
12 May 2023, 3:00 pmClosed
Additional Collector (Dev)
DRDA, Collectorate, Erode.
Erode District - Improvements the 2 nos road in Package No. TN 12-46 of Nambiyur Block under MGSMT 75 percentage 2022-23
2023_RDTN_307836_9
Roc No.74399/TU1/2022, Dated 13.04.2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Nambiyur Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.1 L
DRDA, Collectorate, Erode.
12 Jul 2023
28 Apr 2023
12 May 2023
28 Apr 2023
12 May 2023
5 May 2023
5 May 2023
Amount
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. In Area of Thorny Jungle Km.0/000-3/595
Picking BT Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical specification clause 301.4
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
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.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
Providing and applying Prime coat with bitumen emulsion (SS-1) 7kg on prepared surfce of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical as per Technical Specification Clause 502.
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.
BITUMINUS CONCRETE Providing, laying bituminous Concrete 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 rolle to achive the desired compaction as per technical specification clause 504
Provision of Rumble strips with premix Bituminous carpet Provision of 15nos. Rumble strips covered with promix bituminus carpet. 15-20mm high at centre. 250mm wide placed at 1m centre-to- centre at approved locations to control speed, marked with white strips of road marking paint.
Providing and fixing Name Board
Providing and fixing of cautionary, mandatory and informatory sign board 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 1.50mm 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 M15 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 6.90 of IRC 67-2010
60 Cm Equilateral triangle (Cautionary) Sign Board
60 Cm Circular (Mandatory) Sign Board
Reflector ( near culverts & trees )
Road marking with hot applied thermo plastic compound
KM Stone Reinforced cement concrete M15 grade kilometer 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
KM stone (Precast)
200m stone (Precast)
Construction of single row 900mm dia pipe culvert @ 216m, 535m, 835m
Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 B for foundation etc complete (3 Nos)
Cement Concrete in 1:4:8 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete (3 Nos)
Cement Concrete in 1:3:6 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete (3 Nos)
Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete.Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete. Below GL (3 Nos)
Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete.Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete. AGL (3 Nos)
Providing RCC pipe of NP3 class 0.90m dia including fixing collar with cement mortar 1:2 mix etc completeProviding RCC pipe of NP3 class 0.90m dia including fixing collar with cement mortar 1:2 mix etc complete (3 Nos)
Plastering with C. M 1:3 mix, 10mm thick including cost and conveyance of all materials to site and labour charges etc complete.(3 Nos)
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, (3 Nos)
Relaying of wearing coat to the existing causeway
Chipping of concrete and roughening the surface
Wearing Coat with CC 1 : 1.5 : 3 mix using 65% of 25mm, 25% of 12mm, and10% of 6mm IRC metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc. complete.
Supply and errection of centering using steel shutters with necessary supports including hire and labour charges.
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges etc. complete.
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 be rectified by the contractor at his own cost
For the First Year from the date of completion of work
For the Second Year from the date of completion 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
Upgradation of road from Sundagampalayam Veterinnary Hospital To Annamar Koil Road (KM 0/0 - 1/280) R258
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. In Area of Thorny Jungle Km.0/000-3/595
Picking BT Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical specification clause 301.4
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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
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. (KM 0/0-1/0)
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. (KM 1/0-1/280)
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) .
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
Providing and applying Prime coat with bitumen emulsion (SS-1) on prepared surfce of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical as per Technical Specification Clause 502.
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.
Providing and laying bituminous concrete with Hot mix plant using crushed aggregates of specified grading as per Table 500.4 premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction, complete as per clause 504 of MORTH Specification
Providing and fixing of cautionary, mandatory and informatory sign board 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 1.50mm 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 M15 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 6.90 of IRC 67-2010
60 Cm Equilateral triangle (Cautionary) Sign Board
60 Cm Circular (Mandatory) Sign Board
Reflector ( near culverts & trees )
Road marking with hot applied thermo plastic compound
Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
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
Km stone
200m stone (Precast)
Privision for Name board
Construction of single row 900mm dia pipe culvert @ 90m
Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 B for foundation etc complete
Cement Concrete in 1:4:8 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete
Cement Concrete in 1:3:6 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete
Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete.Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete. Below GL
Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete.Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete. AGL
Providing RCC pipe of NP3 class 0.90m dia including fixing collar with cement mortar 1:2 mix etc completeProviding RCC pipe of NP3 class 0.90m dia including fixing collar with cement mortar 1:2 mix etc complete
Plastering with C. M 1:3 mix, 10mm thick including cost and conveyance of all materials to site and labour charges etc complete.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of 1.50m span RCC Slab culvert @ 935m
Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 B for foundation etc complete
Cement Concrete in 1:4:8 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete
Cement Concrete in 1:3:6 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete
Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete.Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete. Below GL
Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete.Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete. AGL
Supplying and fabricating and placing inposition mild steel or Ribbed Tor Steel for all reinforced cement concrte works as per the design given incuding cost of steel and binding wire in all floor etc. complete complying with standard specification (MS rods or RTS bars will be supplied departmentally at section stores and cost will be recovered at issue rate). The binding wire will be supplied by the contractor as per clause MOST specification.
Cement concrete 1:2 :4 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer for Bed Block.
Reinforced Cement concrete 1:11/2:3 mix using 20mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges such as baling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer for Deck Slab.
Plastering with cement mortar 1:3, 10mm thick including cost and conveyance of all materials to site including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual work spot and handling charges at each and including all incidental charges and labour charges for mixing cement mortar and plastering neatly watering curing etc. complete
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of Retaining Wall @ 10m
Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 B for foundation etc complete
Cement Concrete in 1:4:8 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete
Cement Concrete in 1:3:6 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete
Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete.Supplying and errecting shuttering including necessary support for plane surface including all R.C.C Works etc., Complete. Below GL
Supply & fixing of Bitumen pad
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 IRCSP- 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 the First Year from the date of completion of work
For the Second Year from the date of completion 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)
VEDANAYAKI CONSTRUCTION
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