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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹45.0 L
EMD Value
₹46,000
Closing Date
31 Aug 2020, 3:00 pmClosed
Project Director
DRDA, KKI
To Provide Functional Household Tap connection to Rural Households in 3 Village Panchayats in Rishivandhiyam Panchayat Union in Kallakurichi District for 2020-21 Package TNKKI/JJM 20-21/034
2020_RDTN_177189_1
TNKKI/JJM/034
Open Tender
Civil Works
Works
180 days
Kallakurichi District
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹46,000
Yes
2 Sept 2020
26 Aug 2020
31 Aug 2020
26 Aug 2020
31 Aug 2020
26 Aug 2020
Amount
Providing FHTC to Eduthanur Village in Rishivandiyam block in kallakurichi District
DISTRIBUTION MAIN
Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
50mm PVC Bend page 12 ,sl.no-3
63mm X 50mm PVC Threaded coupler page 10 SOR
63mm x50 mm PVC Tee IS 7834/1987 page 10
63mm End cap page 12 sl.no 11
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
b 50mm GI coupling page 25, sl.no 3
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.50 mm dia Pipe
B.T. Roads (or) Maccadam road
C.C. Roads
Provision for gate value 50 mm - Pg No. 30, Clause 5.2
60,000 LITRES CAPACITY SERVICE RESERVOIR
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers
Second depth of 2m From 2m to 4 m below GL
Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers
Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers.
Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.
0m to 1.50m below GL
0m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.
Below GL
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Curved Surface - upto 3.30m ht.
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
Inner RCC Ladder
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers.
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by TWAD Board officers
65mm GI pipes for inlet connection
65mm GI pipes for over flow & rain water harvesting pipe
50mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI bend (short)
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65mm GI Tee
65x50mm GI reducer
75mmx63mm PVC reducer
65mm GM gate valve
50mm GM gate valve
63 mm PVC 4Ksc Pipe
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Provision for levelling the site and SBC test
Provision for FHTC's(8 meter length per FHTC)
PROVIDING NEW BORE WELL
Towards geophysical investigation charges
Drilling of 150 mm dia borewell in hard rock area using DTH rig
Towards supply and fixing of 165mm dia PVC Casing pipe
Supply and delivary of Wet type submersible 5.00HP (LPM 50x175) pumpset confirming to IS 8034/89 with ISI making along with 2.50sqmm suitable for installation in 150mm dia bore including transportation charges etc., complete
Supply and delivary of 7.50HP panel board suitable for above pumpset with all accessaries as per IE rule with IS Specification
Supply and delivary of 4.00 sqmm pvc insulated and pvc sheathed 3core flat type copper cable confirming to ISI Mark
Supply and delivary of 50 mm dia UPVC Pipe
Supply and delivary of 50mm dia B Class GI union
Supply and delivary of 50mm dia B Class GI Elbow
Supply and delivary of 50mm dia B GI GM Gate valve
Supply and delivary of 50mm dia GI MS Clamp set
Supply and delivary of 160 mm dia bore well cover
Supply and delivary of 50 mm dia GI Nipple
Supply and delivary of 50mm dia GI Coupling
50mm GI Bend Heavy page 29
50mm GI Flangeset Heavy page 29
50mm MS Clampset Heavy page 29
50mm GM Non Return Valve page 30
50 x 40mm GI reducer heavy page 26
63mX50mm PVC T.Coupler page 10
50mm Ball Valve/ GM Gate Valve page 30
Lighting the pumpromm including internal wiring with switch circute fuses etc. with the following light fittings with ISI marking.
40W box type tube light - 1 No.
100W bulb with angle holder
100W bulk head fittings
5 AMPS 3 pin socket with switch
5 Amps switches for light(Flush type)
Providing lighting wiring using MS conduit pipes and specials with 2 runs 1.5 sqmm PVC copper wire and 1 run 12 swg GI wire for earthing for light, fans and 5A plug points etc.,
Obtaining power supply including cost of following materials and by engaging B licence holder.EB fee for application form and deposit amount will be borne by the Board
(i) Aerial fuse board of size 15 x 10 x 6cm with 32 A aerial fuse carrier(3 Nos.)
(iii)Wall mounting type MS cubical EB meter box with fuse carrier (3 Nos) of 32 A capacity at EB supply point.This box is also to accommodate TNEB energy meter with proper ventilation as approved by TNEB.
(ii) Supply and laying of 7/20 size PVC insulator copper conductor cable from Aerial fuse to EB supply point etc., complete as per I.E Rules.
25mm dia GI pipe for service point
25mm dia GI Elbow
No.8 GI wire for earth(Twin earthing)
Stay wire 7/20
20mm GI pipe for twin earthing and cable encasing
4way nutral link
TW banel board (41 x 31 x 6cm)
Labour charges for erection of submersible pump set including fixing and jointing the submersible cable with clamps to the required depth, valves and errection panel board control room twin earthing as per I.E Rules including cost of civil works
Upto 5 HP
Construction of Bore pit arrangements complete ect.
Provision for EB Service connection charges
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) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
PUMPING MAIN LINE
Water Meter for Distribution Main Lines
PUMPING MAIN LINE BOREWELL TO OHT
Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
90MM PVC Bend page 12 ,sl.no-3
90MM PVC Coupler
B.T. Roads (or) Maccadam road
Providing 20mm SAV along the pumping main alingment 0.3 X 0.45
Name board and Photograph
Providing FHTC to Marur Village in Rishivandiyam block in kallakurichi District
DISTRIBUTION MAIN
Supply,delivery, laying and jointing of 63mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
50mm PVC Bend page 12 ,sl.no-3
63mm X 50mm PVC Threaded coupler page 10 SOR
63mm x50 mm PVC Tee IS 7834/1987 page 10
63mm End cap page 12 sl.no 11
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
b 50mm GI coupling page 25, sl.no 3
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.50 mm dia Pipe
B.T. Roads (or) Maccadam road
C.C. Roads
Provision for gate value 50 mm - Pg No. 30, Clause 5.2
Provision for FHTC's(8 meter length per FHTC)
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) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
Water Meter for Distribution Main Lines
30,000 LITRES CAPACITY SERVICE RESERVOIR
Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers
Second depth of 2m From 2m to 4 m below GL
Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers
Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers.
Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.
0m to 1.50m below GL
0m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.
Below GL
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 12.30m ht
Curved Surface - upto 3.30m ht.
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
Inner RCC Ladder
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers.
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers
Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by TWAD Board officers
65mm GI pipes for inlet connection
65mm GI pipes for over flow & rain water harvesting pipe
50mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend 90
65mm dia GI bend (short)
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65mm GI Tee
65x50mm GI reducer
75mmx63mm PVC reducer
65mm GM gate valve
50mm GM gate valve
63 mm PVC 4Ksc Pipe
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Providing Hand rails over the Standing Platform by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
Provision for levelling the site and SBC test
Provision for FHTC's(8 meter length per FHTC)
PROVIDING NEW BORE WELL
Towards geophysical investigation charges
Drilling of 150 mm dia borewell in hard rock area using DTH rig
Towards supply and fixing of 165mm dia PVC Casing pipe
Supply, delivery and erection of Submersible Pumpset of ( LPM 14 Head 140
Supply and delivery of 3 phase Panel Board D.O.L with two level guard and auto start confirming to IS specification for 2 HP pumpset.
Supply, delivery of 1.1 KV Grade,PVC insulated and sheathed 3 core flat copper submersible cable with ISI marking conforming of IS 694/1990 of reputed make for submersible motor erected in borewell.
4Sq.mm Copper cable Page 109 II Sl.no 2
50mm dia UPVC Pipe
50mm GI Bend Heavy page 29
50mm GI Flangeset Heavy page 29
50mm MS Clampset Heavy page 29
50mm GM Non Return Valve page 30
50 x 40mm GI reducer heavy page 26
63mX50mm PVC T.Coupler page 10
50mm Ball Valve/ GM Gate Valve page 30
Lighting the pumpromm including internal wiring with switch circute fuses etc. with the following light fittings with ISI marking.
40W box type tube light - 1 No.
100W bulb with angle holder
100W bulk head fittings
5 AMPS 3 pin socket with switch
5 Amps switches for light(Flush type)
Providing lighting wiring using MS conduit pipes and specials with 2 runs 1.5 sqmm PVC copper wire and 1 run 12 swg GI wire for earthing for light, fans and 5A plug points etc.,
Obtaining power supply including cost of following materials and by engaging B licence holder.EB fee for application form and deposit amount will be borne by the Board
(i) Aerial fuse board of size 15 x 10 x 6cm with 32 A aerial fuse carrier(3 Nos.)
(iii)Wall mounting type MS cubical EB meter box with fuse carrier (3 Nos) of 32 A capacity at EB supply point.This box is also to accommodate TNEB energy meter with proper ventilation as approved by TNEB.
(ii) Supply and laying of 7/20 size PVC insulator copper conductor cable from Aerial fuse to EB supply point etc., complete as per I.E Rules. Service wire
25mm dia GI pipe for service point
25mm dia GI Elbow
No.8 GI wire for earth(Twin earthing)
Stay wire 7/20
20mm GI pipe for twin earthing and cable encasing
4way nutral link
TW banel board (41 x 31 x 6cm)
Labour charges for erection of submersible pump set including fixing and jointing the submersible cable with clamps to the required depth, valves and errection panel board control room twin earthing as per I.E Rules including cost of civil works
Upto 5 HP
Construction of Bore pit arrangements complete ect.
PUMPING MAIN LINE - Fixing of Water meter
Water Meter for Distribution Main Lines
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) .GRIII
Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete.
PUMPING MAIN LINE BOREWELL TO OHT
Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer.
Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works
90MM PVC Bend page 12 ,sl.no-3
90MM PVC Coupler
80mm GI Pipe
80mm GI Elbow
80mm GI Coupling
Laying and jointing of GI Pipes with GI specials and PVC specials etc
a.80 mm dia Pipe
B.T. Roads (or) Maccadam road
Providing 20mm SAV along the pumping main alingment 0.3 X 0.45
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}
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