Lucknow Development Authority Tender

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Lucknow Development Authority - LDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 7,87,95,465 
Notes
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Class Of Bidder
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Category A.
Technical Capacity
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The required prior work experience for the bidder includes experience in specific types of work, such as Bituminous Road work, Building Construction, Sewer and water supply, Survey work, and others. The bidder should have completed similar works with a value of not less than 60% of the estimated cost or 80% of the estimated cost for one similar completed work. The experience required for each type of work is as follows: 1. Bituminous Road work, Resurfaceing work: Experience in Bituminous Road Work Only. 2. Building Construction/ Multistory Building Construction: Experience in building / Multistory building construction only. 3A. Sewer and water supply/ OHT Construction: Experience in any such similar work. 3B. Sewer Cleaning: Experience in such work only. 4. Survey work- Topographical survey, level, contouring etc.: Experience in such survey work only. 5A. C.C. Road work, RCC Drain, RCC Retaining Wall. RCC Divider, Culvert: Experience in any such similar work. 5B. Sinage, Sign Board, Flex board, Hording etc.: Experience in such similar work only. 5C. Brick Drain, Foothpath, Interlocking Tiles, Boundary wall, Masonary work, Building Repair work: Experience in any such work only. 5D. Miscillinious Work - Divider and Grill Painting, Earth Filling, leveling, Garbage Desposal, Road and Drain Cleaning, Jungle Cleaning etc.: Experience of same type of work. 6. Maintenance Work :- (a) Maintenance of HoricultureWork: Experience of Horticulture work Only. (b) Maintenance of Appartments/ Buildings/ Colony: Experience of Appartments/Buildings only, such as House keeping, Supply of Labour etc. The bidder should have completed similar works during the last seven years. The bidder needs to provide a list of similar nature of works completed, including project name, employer, contract number, completion cost, and date of completion. The value of similar works completed should be not less than 60% of the estimated cost or 80% of the estimated cost for one similar completed work. The amount and percentage of similar works completed are calculated based on the value of executed works, which shall be brought to current costing level by enhancing the actual value of work done at a simple rate of 10% per annum. The bidder should have a minimum cash investment of up to 25% of the value of the work during the implementation of the contract. The bidder's prior work experience should be in the same name, and the works should be of a similar nature, completed over the last five years, with a total value of at least Rs. …….. Crore (indexed to the current price level at a 10% increase). The bidder should have completed three similar completed works each costing not less than 40% of the estimated cost, two similar completed works each costing not less than 60% of the estimated cost, and one similar completed work each costing not less than 80% of the estimated cost. The bidding capacity of the bidder should be equal to or more than the estimated cost of the work put to tender. The bidding capacity is calculated based on the maximum turnover in construction works executed in any one year during the last five years, considering completed as well as ongoing works, and enhanced at a simple rate of 10% per annum. The bidder should have access to or availability of credit facilities. The bidder should provide financial information, including turnover of construction works and profit/loss for the last five years. The bidder should provide information on the project name, name of the employer, description of work, contract number, value of the contract, date of issue of work order, stipulated period of completion, and actual date of completion. The bidder should also provide a certificate from the Engineer-in-Charge. The bidder should quote percentage below/above/at par of major as well as minor components of the work.

Costs

Description

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Documents
MOHAN ROAD YOJANA STHIT SECTOR-7 WA 8 KE MADHYA PRASTAWIT 24.0 MTR CHAURI SADAK PAR SADAK, TRENCH, HUME PIPE, PULIYA, SEWER, NALI EVAM PANI KI LINE DALNE KA KARYA.
MOHAN ROAD YOJANA STHIT SECTOR-7 WA 8 KE MADHYA PRASTAWIT 24.0 MTR CHAURI SADAK PAR SADAK, TRENCH, HUME PIPE, PULIYA, SEWER, NALI EVAM PANI KI LINE DALNE KA KARYA.
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BOQ Items

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DO_NOT_SHOW

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Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

1620.45

4185

6781583.25

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Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub - base / base course on well prepared surface and compacting with vibratory roller to achive the desired density

2700.75

4210

11370157.5

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom

10803

13

144760.2

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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects.

540.15

10360

5595954

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.1 : 3 : 6 ( 1 Cement : 3 Coarse Sand (zone-III) : 6 graded stone aggregate 20mm)

313.29

5762

1805324.23

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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern

3132.87

826

2587781.95

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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

414.09

590

244615.39

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Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.

48

2409

115664.16

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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

2400

162

391128

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TRENCH WORK

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kinds of soil

1607.49

140

225402.25

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

129.64

5381

697613.58

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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

5185.44

665

3451117.74

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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

864

732

632862.72

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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 using pigmented of approved colours as per engineer-in-charge 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. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum

761.61

7508

5718403.98

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Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

71743.66

71

5129671.69

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Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge

4494.36

103

463323.57

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HUME PIPE

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-

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Excavation for depth upto 1.5m below ground level for laying sewers, manholes, gully pits,chambers,sumps etc. in ordinary soil (earth sand,loam and clay) including dressing,leveling,refilling of trenches in 20 cm. layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50m. from the centre of trences.

1555.2

209

325036.8

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:5:10 (1 Cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) 1000 mm. dia.

77.76

5149

400416.57

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1000 mm dia. R.C.C. pipe

648

4394

2847435.12

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of NP-2 pipes including bed concrete as per standard design : 1000 mm diameter NP-2 pipe (Both Sides)

648

3400

2203200

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Culvert

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-

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kinds of soil

656.64

140

92074.06

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Extra for every additional lift of 1.5 m or part thereof in excavation I banking excavated or stacked materials. All Kinds of soil.

383.04

100

38369.12

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

17.28

5381

92986.44

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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

672

665

447242.88

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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

993.6

732

727792.13

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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. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum

186.82

7508

1402702.47

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Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

21998.06

71

1572861.29

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Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge

1290.24

103

133010.84

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SEWERAGE SYSTEM

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Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 300 mm to 600 mm diameter

750

209

156750

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Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 1.50 m to 3.00 m depth Pipes 300 mm to 600 mm diameter

575

259

149212.5

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Providing and laying DWC (SN8) pipes conforms the IS 16098 (Part 2): 3013 Structured-Wall plastics piping systems for NON- Pressure drainage and sewerage –Specification including jointing with seal ring conforming. 250 mm. dia. DWC (SN8) Pipes

175

803

140612.5

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Providing and laying DWC (SN8) pipes conforms the IS 16098 (Part 2): 3013 Structured-Wall plastics piping systems for NON- Pressure drainage and sewerage –Specification including jointing with seal ring conforming. 300 mm. dia. DWC (SN8) Pipes

575

1209

695175

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Providing and laying in Position cement concrete of specified grade ecluding the cost of centering and shuttering- All Work up to plinth level : 1:5:10 (1 Cement :5 Coarse sand (zone-iii) derived from natural sources :10 graded stone aggregate 40mm nominal size derived from natural sources)

67.5

5149

347583.83

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Constructing brick masonary circular manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design: 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

6

10052

60312.96

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Extra depth for circular type manhole 0.91 m Internal dia (at bottom) beyond 1.68m to 2.29m with common burnt clay F.P.S. (non modular) bricks of class deignation 7.5

2

5997

11994.34

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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

20

19514

390280.4

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Extra depth for circular type manhole 1.22 m Internal dia (at bottom) beyond 2.30m with common burnt clay F.P.S. (non modular) bricks of class deignation 7.5

6

7790

46740.48

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Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

250

437

109350

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WATER SUPPLY SYSTEM

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-

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Excavating for depth upto 1.5 m below ground level for laying sewers, gully pits, chambers, sump etc. in ordinary soil (earth sand , loam and clay) including cutting of joints pits ,trimming, dressing, leveling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches. up to 1.50 m depth Pipe 300 mm to 600 mm diameter

1975

209

412775

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Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329 150mm dia Ductile iron double flanged

1275

2059

2626245

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Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329 200mm dia Ductile iron double flanged

700

2654

1858409

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Supply CI specials such as Bends, reducers, collars etc. including cartage, loading, unloading, taxes, excise etc. complete. (10 % of item No. 1)

1

448466

448466.15

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Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket : 150 mm dia pipes

213

152

32448.42

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Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket : 200 mm dia pipes

117

221

25957.62

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Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 150mm diameter Class-II

8

5776

46211.6

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Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 200mm diameter Class-II

6

11551

69308.7

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 80mm dia nominal bore

300

1711

513396

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50mm dia nominal bore

50

627

31371

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32mm dia nominal bore

50

346

17323.5

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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25mm dia nominal bore

100

280

28075

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Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 80mm nominal bore.

6

2057

12344.82

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Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 50mm nominal bore.

6

811

4866.06

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Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 32mm nominal bore.

6

544

3268.5

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Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 25mm nominal bore.

20

491

9833.4

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Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately. 50mm dia

5

4541

22706.4

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Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately. 80mm dia

5

5524

27623.1

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Constructing brick masonry INSPECTION chamber 45x45x50 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including precast R.C.C. cover complete as per design. With FPS bricks

37

2288

84687.08

... More
Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design

25

8580

214519.75

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Drain

-

-

-

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Earth work in excavation DSR-2.6.1

1974

140

276794.28

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P.C.C. (1:4:8) DSR-4.18

126

5381

678026.16

... More
R.C.C. Work (1:1.5:3) RCC Pigmented Cover DSR-5.1.2

651

7145

4651863.72

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M.S. Work in R.C.C. DSR-5.22.6

51103.5

71

3653900.25

... More
Shuttering Foundation DSR-5.9.1

980

309

303584.4

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Shuttering Walls DSR-5.9.2

5040

665

3354321.6

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12 MM thick Plaster (1:4) Coarse sand DSR-13.1.1

840

274

230286

... More
12 MM thick Plaster (1:4) Coarse sand DSR-13.1.1

2520

274

690858



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