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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance 4 14 A LEMBALAKUDDI PUDUKKOTTAI DISTRICT | PUDUKKOTTAI | PUDUKKOTTAI | TAMIL NADU | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹4.5 L (3.85%)Admitted-Finance | ₹1.2 Cr+₹4.5 L (3.85%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R.GANESAN L1 | SELVARAJ A L2 |
|---|---|---|---|---|---|
| 1.00R-173 Strengthening of the road to Pulavankurichi road KM 0/0-1/0 | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 1,080 | Sqm | 5.15 ₹5,562 Lowest | 5.15 ₹5,562 Lowest |
| 3.00 | Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4 | 559.5 | Sqm | 18.18 ₹10,171.71 Lowest | 18.18 ₹10,171.71 Lowest |
| 4.00 | Earth work excavation in all clauses of soils using hydraulic excavator and tippers with disposal upto 1000m excavation of road work 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 1.5m and lead upto 1000m as per Technical Specification clause 302.3. | 330 | Cum | 148.15 ₹48,889.5 Lowest | 148.15 ₹48,889.5 Lowest |
| 5.00Providing 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. | |||||
| 6.00 | Km 0/0 - 1/0 | 456.08 | Cum | 2,223.54 ₹10,14,112.12 Lowest | 2,800 ₹12,77,024 |
| 7.00Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | |||||
| 8.00 | KM 0/0-1/0 | 3,040.5 | Sqm | 74.78 ₹2,27,368.59 Lowest | 74.78 ₹2,27,368.59 Lowest |
| 9.00Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | |||||
| 10.00 | KM 0/0-1/0 | 3,040.5 | Sqm | 17.48 ₹53,147.94 Lowest | 17.48 ₹53,147.94 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
25 May 2023, 3:00 pmClosed
JOINT DIRECTOR/PROJECT DIRECTOR
DRDA, PUDUKKOTTAI
MGSMT-22-23- Pack - 24 -Strengthening and Five years Maintenance of Three Roads in Avudaiyarkoil Block
2023_RDTN_305156_1
AVK-24/MGSMT-22-23/PDK
Open Tender
Civil Works
Item Rate
180 days
PUDUKKOTTAI
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.2 L
12 Jul 2023
21 Apr 2023
25 May 2023
21 Apr 2023
25 May 2023
21 Apr 2023
Amount
R-173 Strengthening of the road to Pulavankurichi road KM 0/0-1/0
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4
Earth work excavation in all clauses of soils using hydraulic excavator and tippers with disposal upto 1000m excavation of road work 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 1.5m and lead upto 1000m as per Technical Specification clause 302.3.
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Providing and laying Bituminious concrete to 30mm 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
Providing and fixing Name board cum Citizen Board etc
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, specification and fixed over1.5mm thick Aluminium sheet fixed on back support frame of 25mmx25mmx3mm Mild steel angle and support on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level etc complete including 7years warranty for the Retro Reflective sheeting as per clause 6.9 of IRC 67-2010 specification, ( as per MORT & Spec.No.801
a. 60cm Equilateral triangle (Cautionary) sign boards
b. 60cm Circular (Mandatory) sign boards
c. Reflector
Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface
Reinforced cement concrete M15 grade kilometre stone, Hectametre stone and Guard stone of standard design as per IRC-8 fixing in position including painting and printing, etc as per drawing and Technical Specification clause 1703.
a. Provision for KM Stones (precast)
b. Provision for HM Stones (precast)
c. Guard stone
Construction of RCC NP3 Pipe Culvert @ Ch 5
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
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.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
Construction of RCC NP3 Pipe Culvert @ Ch 180
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
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.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
Construction of RCC NP3 Pipe Culvert @ Ch 180
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
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.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
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
R-283 Strengthening of the road to Poyyathanallur Muslim Kudieruppu road KM 0/0-0/650
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4
Earth work excavation in all clauses of soils using hydraulic excavator and tippers with disposal upto 1000m excavation of road work 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 1.5m and lead upto 1000m as per Technical Specification clause 302.3.
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Providing and laying Bituminious concrete to 30mm 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
Providing and fixing Name board cum Citizen Board etc
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, specification and fixed over1.5mm thick Aluminium sheet fixed on back support frame of 25mmx25mmx3mm Mild steel angle and support on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level etc complete including 7years warranty for the Retro Reflective sheeting as per clause 6.9 of IRC 67-2010 specification, ( as per MORT & Spec.No.801
a. 60cm Equilateral triangle (Cautionary) sign boards
b. 60cm Circular (Mandatory) sign boards
c. Reflector
Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface
Reinforced cement concrete M15 grade kilometre stone, Hectametre stone and Guard stone of standard design as per IRC-8 fixing in position including painting and printing, etc as per drawing and Technical Specification clause 1703.
b. Provision for HM Stones (precast)
c. Guard stone
Construction of RCC NP3 Pipe Culvert @ Ch 30
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
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.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
Construction of RCC NP3 Pipe Culvert @ Ch 250
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
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.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
Construction of RCC NP3 Pipe Culvert @ Ch 380
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
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.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Cost & Supply of RCC Pipe 900mm dia (NP3)
Supplying and filling course gravel including cost and conveyance of gravel at site and all labour charges for filling ect., complete.
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
R-128 Strengthening of the road to Gopalapattinam Muslim Kudieruppu road KM 0/0-1/0
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Scarifying existing worn out BT surface to a depth of 150mm by Mechanical means and scarifying existing granular surface to a depth of 150mm and disposal of scarifying material with a lift upto 3m and leads upto 1000m as per Technical Specification Clauses 301.4
Earth work excavation in all clauses of soils using hydraulic excavator and tippers with disposal upto 1000m excavation of road work 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 1.5m and lead upto 1000m as per Technical Specification clause 302.3.
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.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Providing and laying Bituminious concrete to 30mm 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
Providing and fixing Name board cum Citizen Board etc
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, specification and fixed over1.5mm thick Aluminium sheet fixed on back support frame of 25mmx25mmx3mm Mild steel angle and support on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm below ground level etc complete including 7years warranty for the Retro Reflective sheeting as per clause 6.9 of IRC 67-2010 specification, ( as per MORT & Spec.No.801
a. 60cm Equilateral triangle (Cautionary) sign boards
b. 60cm Circular (Mandatory) sign boards
c. Reflector
Road Marking with hot applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface
Reinforced cement concrete M15 grade kilometre stone, Hectametre stone and Guard stone of standard design as per IRC-8 fixing in position including painting and printing, etc as per drawing and Technical Specification clause 1703.
a. Provision for KM Stones (precast)
b. Provision for HM Stones (precast)
c. Guard stone
Construction of RCC 2.00m span culvert @ ch200m
Earth work excavation and depositing on sides with initial lead and lift in hard graually soil as per SS 20B for foundation.
Filling with Good river Sand including cost and conveyance of sand to work site including all labour charges for filling etc complete
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
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.
Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.
Above sill
Cement Concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Supplying and fabrication of steel rods including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Cement Concrete 1:1.5:3 mix using 20mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
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}
SELVARAJ A
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