Lucknow Development Authority Tender

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Lucknow Development Authority - LDA Tender

Works
Civil And Construction
Eprocure
Opening Date26 Sep 2024
Closing Date28 Oct 2024
Tender Amount₹ 9,04,38,693 
Notes
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Costs

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Documents
Basantkunj Awasiye Yojna main Varsha Jal ke Nikasi Hetu Rashtra Prerna Isthal ke Peeche Barikala Bairal ke sameep 400 KL Cchamta ke Flood Pumping Station ka Nirman avam 05 Varshon ke Anurakshan avam Sanchalan ka Karya.
Basantkunj Awasiye Yojna main Varsha Jal ke Nikasi Hetu Rashtra Prerna Isthal ke Peeche Barikala Bairal ke sameep 400 KL Cchamta ke Flood Pumping Station ka Nirman avam 05 Varshon ke Anurakshan avam Sanchalan ka Karya.
Basantkunj Awasiye Yojna main Varsha Jal ke Nikasi Hetu Rashtra Prerna Isthal ke Peeche Barikala Bairal ke sameep 400 KL Cchamta ke Flood Pumping Station ka Nirman avam 05 Varshon ke Anurakshan avam Sanchalan ka Karya.
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BOQ Items

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DO_NOT_SHOW

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1.50 to 3.0 Mtr

5588.04

1394215

249.5

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3.0 to 4.50

5588.04

1737879

311

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4.50 to 6.0 Mtr

5960.57

2127923

357

... More
Providing and laying in cement concrete 1:4:8 (1 cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work, in foundation and floors. (DSR 4.1.8)

372.54

2004681

5381.16

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Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia (DSR - 20.3.1*0.8667)

120

290601

2421.68

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying curing, carriage for all leads, but excluding the cost of centering. shuttering, finishing and reinforcement as per direction of the engineer in charge for the following grades of concrete. Note Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement Concrete of M30 grade with minimum cement content of 350 kg/cum (For R.C.C. Lintel) For 398 kg/Cum. All works upto plinth Civil (DSR - 5.33.2.2)

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-

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RCC FOOTING AND RAFT

132

1006836

7627.55

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RCC SUMP WALL AND INTAKE CHANNEL

170

1296683

7627.55

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RCC COLUMN

49

373749

7627.55

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RCC LINTEL

6

45765

7627.55

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RCC BEAM

40

305102

7627.55

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RCC SLAB, CSS and DG PLATFORM

80

610204

7627.55

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P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level (Sanctioned Rate)

422

3376000

8000

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Brick work in below plinth level including necessary cutting and moulding of brick work as required and also inchading honeycombed brick work in thickness of wall more than 12cms (1:6 cement & coarse sand I cement 6 coarse sand) (DSR 6.4.2)

75

422560

5634.14

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Brick work in super-structure above plinth level including necessary cutting and moulding of brick work as required and also inchading honeycombed brick work in thickness of wall more than 12cms (1:6 cement & coarse sand I cement 6 coarse sand) (DSR 6.4.2)

190

1366721

7193.27

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12 mun cement plaster of mix: 1:6 (1 cement: 6 Fine sand) (DSR 13.1.2)

880

231730

263.33

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12 mm cement plaster on the fair side of single or half brick wall of mix :1:6 (1 cement: 6 Fine sand) (DSR 13.1.2)

600

157998

263.33

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Cement plaster 1.3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 20 mm cement plaster. (DSR 13.9.2)

200

92772

463.86

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supply spreading, levelling and compacting earth in the campus for satisfaction Engineer Incharge.

250

162500

650

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Supply & fixing of flush doors commercial quality conforming to IS 2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally (a) 31mm thick (DSR 9.21.2)

12

20590

1715.86

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Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods, gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required complete.

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-

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Providing & Fixing of Door/Windows grill (DSR 10.26.1)

170

26428

155.46

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Z-Section steel windows. (DSR 10.25.2)

120

16362

136.35

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Angle Iron Door Chaukhat 40*40*5 (DSR 10.31)

82

8453

103.09

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Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface) (DSR 13.82.2)

400

43432

108.58

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Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials (DSR 13.44.1)

310

28628

92.35

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Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials. (For Ceiling) (DSR 13.88.2)

460

49946

108.58

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Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws ect. Complete. (DSR - 9.63.1)

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-

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250 mm x 10 mm

4

265

66.28

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200 mm x 10 mm

4

219

54.82

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Providing and fixing ISI marked oxidised MS handles conforming to ES 4992 with necessary screws. ec complete 125 mm (DSR - 9.66.1*0.8667)

4

126

31.56

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Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small acies not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3 Hi-gloss apcolite superla:, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt dust and other foreign maiter sand papering and stoping including cost of all itaterials labour tools and plants etc required for proper completion of the work (DSR 13.53.1)

25

3571

142.86

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Same as item 21 above but on new wood surface (DSR 13.61.1)

14

1724

123.15

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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc consisting of following operations a) Applying a slurry coat of neat cement using 275 kg/sqm of cement admixed with water proofing compound confornung to IS 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment b) Laying brick bats with mortar using broken bricks/brick bais 25 mm to 115 mm size with 50% of cement mortar 15 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 15 (cement 5 coane sand) admixed with water proofing compound. IS 2645 and approved by Engineer-in-charge to requned slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper canng applying a second coat of cement slurry using 2.75 kg sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge di Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in- charge including 1 (DSR 22.7.1)

156

207598

1330.76

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Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC. kitchen and the like consisting of 1) Ist course of applying cement slurry 4, 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface) IInd course of 20mm cement plaster 13 (1 cement 3 coarse sand) maxed with water proofing compound in recommended proportion mcluding rounding off junction of vertical and horizontal surface IIIrd course of applying blown or residual bitumen applied hot at 17 Kg per sqm of area iv) IVth course of 400 micron thick PVC sheet (Overlaps at jomts of PVC sheet should be 100 mm wide and pasted to cach other with bitumen 17 Kg/sqm) (DSR - 22.5)

10

4874

487.44

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Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior. sewage & water treatment plant, tunnels subway and bridge deck etc at the time of transporting of concrete into the drum of the ready-mix trick, using integral crystalline admixture 0.80% (marumum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in AC1-212-3R- 2010 ie by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be camed out all complete as per specification and the direction of the Engineer- m-charge The product performance shall carry guarantee for 10 years against any leakage (DSR - 22.22*)

742

227423

306.5

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Providing and laying Ceramic glazed floor tiles of size 300x300 mm ckness to be specified by the manufacturer) of ist quality conforming IS15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 14 (1 Cement 4 Coarse sand), Jointing with grey cement slurry 3.3 kg xsq.mm including pointing the joints with white cement and matching pigment etc complete. (DSR - 11.37*)

201

174110

866.22

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Cement concrete flooring 1 cement 2 coarse sand 4 graded. one aggregate) finished with a floating coat of neat cement, including cenen siurry, but excluding the cost of nosing of steps etc complete) mun thick with 20 mm nominal size stone. (DSR 11.3.1)

51.5

24987

485.19

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Centering and Shuttering including strutting, propping etc. and removal.

-

-

-

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Suspended floors. Roofs, landings, balconies and access platform. (DSR - 5.9.3*)

176

128916

732.48

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Lintels. Beams. Plinth beams, girders, bressumers and cantilevers. (DSR - 5.9.5)

35

20360

581.72

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Vertical wall, Columns. Pillars, Piers, Abutments. Posts and Struts. (DSR - 5.9.6*)

660

501190

759.38

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Dewatering of Sump during Construction period and flooding conditions

15

150000

10000

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PART-B (E/M WORK)

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-

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Supply, Installation Testing & Commissioning of Electric sewage VT Propeller Axial Flow Pumping plant including level sensor for auto operation, column assembly ,Suction Stainer. Tee ,Reducer, coupling with all connected Equipment etc all Complete (Kirloskar, Flowmore or Equivalent Make, relevant to IS/B3 Standard )13000 LPM capacity ,12 M head , complete in all respect. Pumpset Data Sheets Liquid - Storm Water/Flood Water Sp. Gravity - 1.10 Pump Capacity - 13000 lpm Pump Size - 12'' Pump Speed - 1500 RPM Dischage - 780 m3 Bowl eff. - 82% Lubrication - water Motor Rating - 45 KW Speed - 1500 RPM Make - ABB Voltage - 415 frq - 50 Hz. T & P - vertical - Solid shaf-1 Load Detail Pump - 2000 KG (Approx) Motor - 400 KG (Approx) Details of discharge flange as per IS - 1538 (300 NB) MOC Casing :1.5-2% NiCI FG 260 Impeller :CF8M OR latest advance material, line-impeller Shaft/coupling-SS410, Col. pipe, dischare hood: MS

6

25650000

4275000

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Supply, Installation Testing & Commissioning of LT Starter Panel (mains and stater ) suitable for above Pump with required Civil work and Complete in all respect. Supply of LT panel with Three incoming ( 2 CSS +1 DG set) , AMP panel, APFC panel , Phase reversal and all safety measeres and 6 outgoing for pump, EOT crane, light & fan, for spare of PPT, Suitable capacity of Fully Automatic Star Delta Starter of MAKE ABB/ L&T/ Eqv. , comprising with following item as per given below. l. Contactor of suitable ratings. m. TOR of Suitable ratings. n. PB Switches o. Dual Amp & Voltmeter p. Amp meter Selector Switch q. Toggle Switches r. Indicating Lamps Phase Failure s. Phase reversal relay t. Single phase preventer u. Capacitor of suitable ratings. v. GSM

1

3050000

3050000

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Supply, Installation Testing & Commissioning of NR Valve special design for sewage purpose. Flanged end as per IS : 5312 Body, Cover-CI IS : 210, Gr. FG260 Door-CI IS : 210 Gr. FG260 Body Ring - bronze IS : 318 Gr. LTB2 Door Face - Natural Rubber Hinge Pin - SS ASTM A276 Type 410 Fasteners - CS IS : 1367, CL - 4.6/4.0 Gasket-Natural Rubber Flange Drilling - IS : 1538, Table 4 & 6

-

-

-

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300 mm dia.

6

662538

110423

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600 mm dia.

2

1369572

684786

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Supply, Installation Testing & Commissioning of Cast Iron Rising Spindle Sluice Valve Flanged end as per IS : 14846 Body, Cover - CI IS : 210, Gr. FG260 Door-CI IS:210, Gr. FG260 Body Ring-Bronze IS : 318 Gr. LTB2 Door Face-Natural Rubber Hinge Pin - SS ASTM A276 type 410 Fasteners - CS IS : 1367, CL -4.6/4.0 Gasket-Natural Rubber Flange Drilling - IS : 1538, Table 4 & 6

-

-

-

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300 mm dia.

6

740904

123484

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600 mm dia.

2

1556554

778277

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Supply, Installation Testing & Commissioning Traveling crane supply of 10 Ton Capacity, Span of 6 m, 12 m traveling crane standard make capacity block extra with required material (Indef/Morris or Equivalent make and should be relevant to IS/BS standard) complete in all respect with required civil work and complete in all respect. 1 . Type - Single Girder Crane for indoor application. 2. Type of Application - The Pump house. 3. Class of Duty - M5 as per IS 3177. 4. Standards - The crane to be Devid Manufactured and tested in accordance with the latest revisions & eshitions of IS IT IS 3177 and other relics ani pode and standards in medicured under Paragraph 5.0. 5. Location - Indoor. 6. Capacity SWL - 10 Tonnes. 7. Height of track rail - 5.9 Mtr above floor level (refer sketch) 8. Span - 9 Mtr. 10. Clearance height above the gantry rail - 1100 mm. 11. Cross trave of Crane - 9 Mtr. 12. Speeds, hoisting/lovering - 266 m/min (approximately), Cross travel - 17.0 m/min (approximately), Long Travel - 20.0 m/min (approximately), 13. Bridge Girder - Bridge girder shall be RSJ type with rubber bullet Indian Standard hot rolled structura sections as per 808-1957 IS 1173- 1957 IS 1864-1963 IS 800-1962 IS 816 1956 Garder should the strong and rugged to withstand the most severe condonatios of loads/swester diferent working conditions The Bridge Girder shall be designed to love maximum deflectim of span 900 at SWL in order to have better structural indegrity Sufficunt space shall be provided for ease of maininanis. 14. End Carriage - Fabricated out of MS Plate or C Channel of saitabile size to farm box except for essential openings which should be renforced. End camages se be fitted with substantial safety stops to prevent the crane from falling and should not lnterfere with removal of wheel. 15. - - . 16. Cross travel and Long travel wheel - 0.75 KW 2 drive for LT motor and 0.55 KW 2 drive for CT motor LT Wheels shall be Double Flanged and CT Wheels Single Flanged of EN 9 nutinal. The item should be machined and hardened to required hardness. The wheals to be mounted on anninction bearings and shall

1

1596000

1596000

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Supply, Installation Testing & Commissioning. 300 mm dia. MS rising mains of 6 mm wall thickness including coupling and laying for discharge of the storm of the pumping plant including excavation laying of the pipe etc. 1.0 to 1.50 Mtr. deep into the underground trench excavated in the existing road etc all comp. as per direction of E/inch. as per the unit rate analysis.

18

324900

18050

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Supply, Installation Testing & Commissioning. 600 mm Dia MS rising mains of 6 mm wall thickness including coupling and laying for discharge of the storm of the pumping plant including excavation laying of the pipe etc. 1.0 to 1.50 Mtr. Deep into the underground trench excavated in the existing road etc all comp.with required civil work and complete in all respect

420

15561000

37050

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Supply, Installation Testing & Commissioning of 400 KVA DG Set , Alternator Water Cooled with Standard Panel, Acoustic Enclosure and Base Frame with required civil work and complete in all respect complying latest Central pollution Control Board Guidlines (CPCB-IV) MAKE KIRLOSKER/STERLING/MAHINDRA/EQV.

1

5328591

5328591.25

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Supply, Installation Testing & Commissioning of 630 kva CSS transformer complete in all respect. Particulars MAKE PVJ/ABC/EQV. (a) Designation (b) Transformer Location - Out Door (c) Degree of protection - IP -55 (as per IS : 2147) (d) Rated output - 01 No 500 KVA (e) No load transformation ration 11/0.433 KVA - 1 No (f) Number of Phase - Three (g) Rated frequency - 50 Hz. (h) Number of windings/ (i) Method of Connection (ii) HV winding - Delta (iii) LV winding - Star (i) Vector group - DYN - II (j) Impulse (peak) (k) Power frequency (Dry and wet) (l) Bushing (i) Voltage Classes HV Line LV Line (ii) Impulse (iii) Power Frequency with stand HV LV HT VCB/Panel for 500 KVA CSS transformer complete in all respect. Particulars (a)11kv 800A 26.3KA HT VCB (b) Overcurrent & earth fault relay (c) Master Trip Relay (d) TRIP CIRCUIT SUPERVISION RELAY (e) Three Phase ammeter, Acc. CI::1.0 (f) Three Phase voltmeter, Acc. CI::1.0 (g) Multifunction meter (h)Fixed type Voltage Transformer 100VA/v3/110V/3 (i) Current trasnformer resin cast dual core (j) 20A fuse base for bolted type fuse link, Size :F1 (k) 6A off set clip in type HRC fuse link, Size:F1 (l) 6A 1P 10KA, C-curve MCB (m) Auxilary Relay (n) Indicating light (o) Panel led lamp 150 mm (p) Door limit switch (q) Space heater 100W/230V (r) Thermostat (s) TNC 25A (t) Control terminal Block (u) Power Pack 230V AC-24VDC 7AH (v) Emergency push button with NC Element

2

7084000

3542000

... More
Supply, Installation, Testing & Commissioning of MS Work Specify as per site requirment and MS Manual Screen.

2000

175660

87.83

... More
UNDER GROUND CABLES Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. or as per design requirement

-

-

-

... More
240 Sqmm 3.5 Core

400

551600

1379

... More
120 Sqmm 3.5 Core

400

329600

824

... More
Supply and burring of safe Earthing electrode pf T-39 Cu Copper coated, Length up to 3000mm, outer pipe 76.03 x 3.2 inner pipe 42.4 mm x 2.6 mm, terminal Dia 12mm, coating 80- 100 micro filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs active soil (BFC) capable of reducing the soil restively with good mixture of retaining capacity along with 30 CM square CI Frame with hinged cover & masonry housing. (from electrode terminal to switch board cost of 25x3 copper strip will be extra.

18

267300

14850

... More
11 KV Work

-

-

-

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Supply/fabrication and Erection of 11 KV Double Pole Cable Exposure D/C complete with 410 SP-55 11 mtr long ST Pole-2 Nos, 11 kv pin insulator with pin and nut-9 nos, top channel 100x50 mm, MS angle 65x65x6mm, LT XLPE cable AL. 1x240sqmm-18mtr, danger board with clamp-2 nos, barbed wire, pole fencing-2 nos, aluminium lug- 12 nos, holding MS clamps-12 nos, nut bolts etc icluding painting of pole with aluminium paint over red oxide primer all complete as per UPPCL specification

1

54180

54180

... More
S\E of 11 KV TPMO switches on poles including handle rod etc. complete in all respects as approved by E\I. (Previous Sanction Rate) (PS Rate)

1

11842

11842

... More
S\E of 11 KV D.O. fuse set on poles complete in all respects as per approval of E\I. (Previous Sanction Rate) (PS Rate)

1

5241

5241

... More
Supply and Laying of 80 mm dia G.I. pipe for the purpose of cable on the run pole through this G.I. pipe from level as cable carrier pipe should be tied with 2Nos. 50x6mm flat iron clamp with pole as per direction of E/I

6

3333

555.5

... More
Supply and laying of 185 sq. mm 3 core standered aluminium conductor XLPE (Cross linked polyethylene) insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connected with earth conductor by clamps etc. (Supply Rs 1045 + Laying Rs. 910 = Rs. 1955 )

1000

1955000

1955

... More
supplying and making 185 sqmm 3 Core outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required all complite as per direction of E/Ic.

8

76864

9608

... More
Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.

5

104450

20890

... More
S/F of LED Street Light Fitting with mandatory driver set having die cast aluminium body and lenses suitable for 140 to 150 watt. Confirming to IP 66 protection having company LOGO engraved complete in all respect including labour as per direction of E/I. SI. No. 1425/2018 Cat-AAA. 15400-16500 system lumens High Power LED with Lenses, 1101m/W, PF0.95 THD10% at full load, CRI70, Potted driver set (Not Circuitory) Phase to Phase Protection at 440V & 300V auto cut and re-start feature, with 5 years warrantee. Proper completion of work as per direction of E/I - CAT-AAA

4

49200

12300

... More
PART-C (E/M WORK)

-

-

-

... More
Operation & Maintanance On Part-B

-

-

-

... More
Operation of Part-A 1st Year (0.5 % on Part-B)

1

332541

332541.65

... More
Operation and Maintanance of Part-A 2nd Year (1 % on Part-B)

1

665083

665083.29

... More
Operation and Maintanance of Part-A 3rd Year (1.25 % on Part-B)

1

831354

831354.12

... More
Operation and Maintanance of Part-A 4th Year (1.5 % on Part-B)

1

997624

997624.94

... More
Operation and Maintanance of Part-A 5th Year (2 % on Part-B)

1

1330166

1330166.59



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