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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹73.8 L
EMD Value
₹74,000
Closing Date
31 Jul 2020, 3:00 pmClosed
Project Director
DRDA, KKI
To Provide Functional Household Tap connection to Rural Households in 4 Village Panchayats in kalrayan hills Panchayat Union in Kallakurichi District for 2020-21 Package TNKKI/JJM 20-21/048
2020_RDTN_173303_1
TNKKI/JJM 20-21/048
Open Tender
Civil Works
Works
180 days
Kallakurichi District
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹74,000
Yes
1 Aug 2020
25 Jul 2020
31 Jul 2020
25 Jul 2020
31 Jul 2020
25 Jul 2020
Amount
Providing water supply for Meldhevanur habitation at Vellimalai Panchayat in Kalrayanhills Block
Provision for FHTC's(8 meter length per FHTC)
Providing New Open well
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Hard soft clay,stiff black cotton soil,Hard red earth,shales murram,gravel,stoney earth and earth mixed with small size boulders and hard gravelly soil etc, complete.
I Depth ( 0 - 1 m)
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Soft Disintegerated rock, latrite,soft rocks not requiring blasting etc, complete.
I Depth ( 1 - 2 m)
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Soft Disintegerated rock, latrite,soft rocks not requiring blasting etc, complete.
II Depth ( 2 - 3 m)
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Medium rock and dense medium rocks not requiring
II Depth ( 3- 4 m)
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Soft Disintegerated rock, latrite,soft rocks not requiring blasting etc, complete.
III Depth (4- 6 m)
Earth work Open well excavation complying with relevent clauses of T.N.D.S.S. Well sinking and with a lead upto 10 m in Hard granite requiring blasting measured in solid including stackingetc,complete.
IV Depth (6- 8 m)
Earth work Open well excavation complying with relevent clauses of T.N.D.S.S. Well sinking and with a lead upto 10 m in Hard granite requiring blasting measured in solid including stackingetc,complete.
VI Depth ( 8-10 m)
Earth work Open well excavation complying with relevent clauses of T.N.D.S.S. Well sinking and with a lead upto 10 m in Hard granite requiring blasting measured in solid including stackingetc,complete.
VII Depth (10- 12 m)
Supplying and erecting centering for sides and soffits including supports and strutting for plane surface including all labour charges.
Cost and Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
4.50m below GL
1.50m to 4.50m Below GL
0m to 1.50m Below GL
0 - 4.50m Above GL
Provision for Bailing out water charges
PUMPING MAIN LINE
Provision for Fixing Steel angles in RCC wall
Towards cost for supply of GIPipe(medium) of 63mm dia as per IS1239-part 1/2004 etc complete
Towardssupply of GI Specials
GICoupling
GI Bend
conveyance of the GI pipes specials to trench and laying to proper grade & Alignment of jointing with neat cemet paste & testing in Reqirmentpressure asper IS from m
Pumpset and other accessories with KIosk
Supply and Delivery of Vertical Wet Type Submersible PumpSet Cable of discharging any of the following pumpage in lpm against noted head in m suitable for erection in to the Bore Well of 150 mm Dia with Stainless Steel shaft , Bronze impeller and Stainer with brass screws , water lubricated bearings with sand Guard . The non return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction . The pumpset should be provided with 3 m length of suitable size PVC Insulated Copper Flat Cable connecting the pump set and starter. The pumpset should be confirm to IS 8034/89 and as amended thereafter and bear ISI Marking.
Supply and Delivery of 1.10 KV grade 3 core PVC insulated 4.00 sqm copper flat submersible cable as per IS 1554 Part I and with ISI marking of reputed make for submerssible motor erected in the Bore Well
Supply and Delivery of HDPE Pipes of PE100 (PN6) and GIpecials as per relevant IS specifications for Bore Well listed below inserting GI Pipe in Wall , cement patch up etc and as per drawing enclosed including cutting and threading of pipes.
HDPE pipe 50mm
50 mm GI Bend ( Heavy )
50 mm GI Flange Sets ( Heavy )
50 mm MS Clamp set
50 mm GM non return valve
90 mm PVC Thread Coupler
Labour Charges for Errection of Sumerssible Pump Set in Bore Well including fixing and Jointing the Submerssible cable with proper Clamps up to the Starter to the required depth using erection of Clamps, Valves , Pressure Gauge, and erection of Panel Board ,laying and jointing the Cables, twin earthing etc as per i.e rules including cost of civil work such as construction of earth pit , earth electrode , GI wire etc .complete including testing Pump Set .
Obtaining Power Supply including cost of following materials and by engaging B Licece holder .EB Fee for application form and deposit amount
Conveyance of Powerpumpset and its accessories to the work site
Conveyance at 20-40 km
Supply and Fixing of TNEB Meter Board suitable for 32 A Three Phase Service Connection with 3 Nos 32 A Fuse Unit ( 500 V ) neutral Link and Earth Link ( 1" x 1/8" Copper Flat ) on TW Reepers of 1" thick on eiether side with painting with suitable Bolt and Nutts for fixing the TW Plank on Wall with Earth connection with 7/20 PVC insulated Copper wire from EB Meter to Fuse Unit as per SD.No 127
Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V on 7 / 20 GI bearer wire for Service Conection Mains SD No 68
Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V in 32 mm dia GI Pipe B Class suitably bent at both ends with necessesary angle iron upright and end supports for Mains SD No 73
KISOK ARRANGEMENTS
Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x50mmx 4mm alround covered with16 gauge MS sheet and kiosk doormade up of MS plates of size 25mmx3 mm including cutting, welding,grinding, locking arrangementsand labour charges etc.,
Construction of pedestal for Kiosk as per TWAD board type design
Water Meter for Distribution Main Lines
Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause
Water meter Dirt BOX
Water meter erection charges
Provision for pit for Gate Value 90X75cm
Provision for GI & PVC Specials
Distrbution system
Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking
a.50mm GI pipe-page 25 sl.no 6
Supply and delivery of GI specials to site of work as per IS specification with ISI marking
a.50mm GI Elbow page 25 sl.no 1
50mm GI coupling
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.50 mm dia Pipe
Provision for gate value 50 mm
Providing water supply for Pudhukottaputhur habitation at Vellimalai Panchayat in Kalrayanhills Block
Provision for FHTC's(8 meter length per FHTC)
OHT - SERVICE RESERVOIR - 10000 lit
EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete
Hard gravelly soil - First depth
SDR (Not req.blasting) - First depth
MR & DMR (Not req.blasting) - First depth
CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete
Column pit
Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.
As per steel schedule
Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, LINTELS, canopy etc., in all floors with all cross bracings using mild steel sheets of and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc.,
A)Plane surface
Below Ground level
0-3.30m height from G.L
3.30-4.30m height from G.L
6.30-7.30m height from G.L
B)Square column
Below Ground level
0-3.30m height from G.L
3.30-4.30m height from G.L
4.30-5.30m height from G.L
5. 5.30-6.30m height from G.L
6.6.30-7.30m height from G.L
C)Curved surface
1. 0.00-3.30m height from G.L
REINFORCED CEMENT CONCRETE 1:1.5:3 mix using 20mm gauge hand broken hard granite stone jelly for FOUNDATION FOOTINGS including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.
A)1.50-4.50m below G.L
B)0-1.50m below G.L
C)0-4.50m Above G.L
D)4.50-7.32m Above G.L
E)7.32-10.98m Above G.L
Re- filling in foundation and basement and trenches with Excavated Earth in layers of not more than 15cm thick, well watered,rammed and consolidated complying with standard specification etc.,complete.
Exterior Emulsion Two coats over priming coat including cost and conveyance of all materials and labour charges etc complete.
Supply and fixing of out side M.S ladder including cost and conveyance of all materials and labour charges etc complete.
M.S ladder
Supply and fixing of inner side RCC ladder including cost and conveyance of all materials and labour charges etc complete.
RCC ladder
Supply and fixing of PVC ventilating arrangements including cost and conveyance of all materials and labour charges etc complete.
pvc cowl
Supply and fixing of CI Manhole cover including cost and conveyance of all materials and labour charges etc complete.
CI Manhole cover
supply and delivery of 63mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete
Pipe line
supply and delivery of 40mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete
Pipe line
Provision of suitable specials for supplied GI pipes etc complete.
Provision of fixing charge of 50 & 40mm dia GI pipes & suitable specials etc complete.
Water Meter for Distribution Main Lines
Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause
Water meter Dirt BOX
Water meter erection charges
Provision for pit for Gate Value 90X75cm
Provision for GI & PVC Specials
Distrbution system
Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking
a.50mm GI pipe-page 25 sl.no 6
Supply and delivery of GI specials to site of work as per IS specification with ISI marking
a.50mm GI Elbow page 25 sl.no 1
50mm GI coupling
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.50 mm dia Pipe
Provision for gate value 50 mm
Name board and Photograph
Providing water supply for Thazhvellimalai habitation at Vellimalai Panchayat in Kalrayanhills Block
Provision for FHTC's(8 meter length per FHTC)
Providing New Open well
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Hard soft clay,stiff black cotton soil,Hard red earth,shales murram,gravel,stoney earth and earth mixed with small size boulders and hard gravelly soil etc, complete.
I Depth ( 0 - 1 m)
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Soft Disintegerated rock, latrite,soft rocks not requiring blasting etc, complete.
I Depth ( 1 - 2 m)
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Soft Disintegerated rock, latrite,soft rocks not requiring blasting etc, complete.
II Depth ( 2 - 3 m)
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Medium rock and dense medium rocks not requiring
II Depth ( 3- 4 m)
Earth work excavation for Open well complying with relevent clauses of TNDSS well sinking with initial lead and lift in Soft Disintegerated rock, latrite,soft rocks not requiring blasting etc, complete.
III Depth (4- 6 m)
Earth work Open well excavation complying with relevent clauses of T.N.D.S.S. Well sinking and with a lead upto 10 m in Hard granite requiring blasting measured in solid including stackingetc,complete.
IV Depth (6- 8 m)
Earth work Open well excavation complying with relevent clauses of T.N.D.S.S. Well sinking and with a lead upto 10 m in Hard granite requiring blasting measured in solid including stackingetc,complete.
VI Depth ( 8-10 m)
Earth work Open well excavation complying with relevent clauses of T.N.D.S.S. Well sinking and with a lead upto 10 m in Hard granite requiring blasting measured in solid including stackingetc,complete.
VII Depth (10- 12 m)
Supplying and erecting centering for sides and soffits including supports and strutting for plane surface including all labour charges.
Cost and Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
Cost and Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete
RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,
4.50m below GL
1.50m to 4.50m Below GL
0m to 1.50m Below GL
0 - 4.50m Above GL
Provision for Bailing out water charges
Provision for Fixing Steel angles in RCC wall
OHT - SERVICE RESERVOIR - 10000 lit
EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete
Hard gravelly soil - First depth
SDR (Not req.blasting) - First depth
MR & DMR (Not req.blasting) - First depth
CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete
Column pit
Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.
As per steel schedule
Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, LINTELS, canopy etc., in all floors with all cross bracings using mild steel sheets of and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc.,
A)Plane surface
Below Ground level
0-3.30m height from G.L
3.30-4.30m height from G.L
6.30-7.30m height from G.L
B)Square column
Below Ground level
0-3.30m height from G.L
3.30-4.30m height from G.L
4.30-5.30m height from G.L
5. 5.30-6.30m height from G.L
6.6.30-7.30m height from G.L
C)Curved surface
1. 0.00-3.30m height from G.L
REINFORCED CEMENT CONCRETE 1:1.5:3 mix using 20mm gauge hand broken hard granite stone jelly for FOUNDATION FOOTINGS including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.
A)1.50-4.50m below G.L
B)0-1.50m below G.L
C)0-4.50m Above G.L
D)4.50-7.32m Above G.L
E)7.32-10.98m Above G.L
Re- filling in foundation and basement and trenches with Excavated Earth in layers of not more than 15cm thick, well watered,rammed and consolidated complying with standard specification etc.,complete.
Exterior Emulsion Two coats over priming coat including cost and conveyance of all materials and labour charges etc complete.
Supply and fixing of out side M.S ladder including cost and conveyance of all materials and labour charges etc complete.
M.S ladder
Supply and fixing of inner side RCC ladder including cost and conveyance of all materials and labour charges etc complete.
RCC ladder
Supply and fixing of PVC ventilating arrangements including cost and conveyance of all materials and labour charges etc complete.
pvc cowl
Supply and fixing of CI Manhole cover including cost and conveyance of all materials and labour charges etc complete.
CI Manhole cover
supply and delivery of 63mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete
Pipe line
supply and delivery of 40mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete
Pipe line
Provision of suitable specials for supplied GI pipes etc complete.
Provision of fixing charge of 50 & 40mm dia GI pipes & suitable specials etc complete.
Provision for BORE WELL
Geophysical Investigation charges
Drilling of 150 mm dia Vertical Hard rock borewell in hard rock areas to the required depth and as directed by the TWAD Board Officers including transportation charges for the rigs and supporting vehicles from one place to another place
Supply, Delivery of 150 mm dia PVC Casing Pipe as per IS specification with ISI mark to Site of work
150 mm dia PVC Casing Pipe (CM) above 80 m depth
PUMPING MAIN LINE
Towards cost for supply of GIPipe(medium) of 63mm dia as per IS1239-part 1/2004 etc complete
Towardssupply of GI Specials
GICoupling
GI Bend
conveyance of the GI pipes specials to trench and laying to proper grade & Alignment of jointing with neat cemet paste & testing in Reqirmentpressure asper IS from m
Pumpset and other accessories with KIosk
Supply and Delivery of Vertical Wet Type Submersible PumpSet Cable of discharging any of the following pumpage in lpm against noted head in m suitable for erection in to the Bore Well of 150 mm Dia with Stainless Steel shaft , Bronze impeller and Stainer with brass screws , water lubricated bearings with sand Guard . The non return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction . The pumpset should be provided with 3 m length of suitable size PVC Insulated Copper Flat Cable connecting the pump set and starter. The pumpset should be confirm to IS 8034/89 and as amended thereafter and bear ISI Marking.
Supply and Delivery of 1.10 KV grade 3 core PVC insulated 4.00 sqm copper flat submersible cable as per IS 1554 Part I and with ISI marking of reputed make for submerssible motor erected in the Bore Well
Supply and Delivery of HDPE Pipes of PE100 (PN6) and GIpecials as per relevant IS specifications for Bore Well listed below inserting GI Pipe in Wall , cement patch up etc and as per drawing enclosed including cutting and threading of pipes.
50 mm UPVC PIPES
50 mm GI Bend ( Heavy )
50 mm GI Flange Sets ( Heavy )
50 mm MS Clamp set
50 mm GM non return valve
90 mm PVC Thread Coupler
Labour Charges for Errection of Sumerssible Pump Set in Bore Well including fixing and Jointing the Submerssible cable with proper Clamps up to the Starter to the required depth using erection of Clamps, Valves , Pressure Gauge, and erection of Panel Board ,laying and jointing the Cables, twin earthing etc as per i.e rules including cost of civil work such as construction of earth pit , earth electrode , GI wire etc .complete including testing Pump Set .
Obtaining Power Supply including cost of following materials and by engaging B Licece holder .EB Fee for application form and deposit amount
Conveyance of Powerpumpset and its accessories to the work site
Conveyance at 20-40 km
Supply and Fixing of TNEB Meter Board suitable for 32 A Three Phase Service Connection with 3 Nos 32 A Fuse Unit ( 500 V ) neutral Link and Earth Link ( 1" x 1/8" Copper Flat ) on TW Reepers of 1" thick on eiether side with painting with suitable Bolt and Nutts for fixing the TW Plank on Wall with Earth connection with 7/20 PVC insulated Copper wire from EB Meter to Fuse Unit as per SD.No 127
Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V on 7 / 20 GI bearer wire for Service Conection Mains SD No 68
Supply and Run of 4 x 6 sqm (84/0.3 ) PVC insulated SC unsheathed Cu.Conductor of 1100 V in 32 mm dia GI Pipe B Class suitably bent at both ends with necessesary angle iron upright and end supports for Mains SD No 73
KISOK ARRANGEMENTS
Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x50mmx 4mm alround covered with16 gauge MS sheet and kiosk doormade up of MS plates of size 25mmx3 mm including cutting, welding,grinding, locking arrangementsand labour charges etc.,
Construction of pedestal for Kiosk as per TWAD board type design
Water Meter for Distribution Main Lines
Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause
Water meter Dirt BOX
Water meter erection charges
Provision for pit for Gate Value 90X75cm
Provision for GI & PVC Specials
Distrbution system
Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking
a.50mm GI pipe-page 25 sl.no 6
Supply and delivery of GI specials to site of work as per IS specification with ISI marking
a.50mm GI Elbow page 25 sl.no 1
50mm GI coupling
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.50 mm dia Pipe
Provision for gate value 50 mm
Provision for Power Supply
Name board and Photograph
Providing water supply for Thazhgendikal habitation at Vellimalai Panchayat in Kalrayanhills Block
Provision for FHTC's(8 meter length per FHTC)
OHT - SERVICE RESERVOIR - 10000 lit
EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete
Hard gravelly soil - First depth
SDR (Not req.blasting) - First depth
MR & DMR (Not req.blasting) - First depth
CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete
Column pit
Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.
As per steel schedule
Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, LINTELS, canopy etc., in all floors with all cross bracings using mild steel sheets of and supported by casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc.,
A)Plane surface
Below Ground level
0-3.30m height from G.L
3.30-4.30m height from G.L
6.30-7.30m height from G.L
B)Square column
Below Ground level
0-3.30m height from G.L
3.30-4.30m height from G.L
4.30-5.30m height from G.L
5. 5.30-6.30m height from G.L
6.6.30-7.30m height from G.L
C)Curved surface
1. 0.00-3.30m height from G.L
REINFORCED CEMENT CONCRETE 1:1.5:3 mix using 20mm gauge hand broken hard granite stone jelly for FOUNDATION FOOTINGS including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.
A)1.50-4.50m below G.L
B)0-1.50m below G.L
C)0-4.50m Above G.L
D)4.50-7.32m Above G.L
E)7.32-10.98m Above G.L
Re- filling in foundation and basement and trenches with Excavated Earth in layers of not more than 15cm thick, well watered,rammed and consolidated complying with standard specification etc.,complete.
Exterior Emulsion Two coats over priming coat including cost and conveyance of all materials and labour charges etc complete.
Supply and fixing of out side M.S ladder including cost and conveyance of all materials and labour charges etc complete.
M.S ladder
Supply and fixing of inner side RCC ladder including cost and conveyance of all materials and labour charges etc complete.
RCC ladder
Supply and fixing of PVC ventilating arrangements including cost and conveyance of all materials and labour charges etc complete.
pvc cowl
Supply and fixing of CI Manhole cover including cost and conveyance of all materials and labour charges etc complete.
CI Manhole cover
supply and delivery of 63mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete
Pipe line
supply and delivery of 40mm dia GI pipes including cost and conveyance of all materials and labour charges etc complete
Pipe line
Provision of suitable specials for supplied GI pipes etc complete.
Provision of fixing charge of 50 & 40mm dia GI pipes & suitable specials etc complete.
Water Meter for Distribution Main Lines
Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause
Water meter Dirt BOX
Water meter erection charges
Provision for pit for Gate Value 90X75cm
Provision for GI & PVC Specials
Distrbution system
Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking
a.50mm GI pipe-page 25 sl.no 6
Supply and delivery of GI specials to site of work as per IS specification with ISI marking
a.50mm GI Elbow page 25 sl.no 1
50mm GI coupling
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.50 mm dia Pipe
Provision for gate value 50 mm
Name board and Photograph
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}
VENU SEETHARAMAN
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