Municipality Tender

Arrangement of Synthetic play ground at Kreeda Pranganam;Supplying and fixing 3"x3" (76 mm x 76 mm) x 4mm PVC coated Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: by Providing, fixing and erecting 63.5 x 63.5 x 4.5 mm MS Square Tube (as per IS 4923 : 1997) as vertical member, placed at 3.05m center to center and each post of height 5.00m above ground level and 1.50 m below ground level & 63.5 x 63.5 x 3.2mm size MS Square Tube at top and 35 x 35 x 5mm MS equal angle horizontal at center fixing in the middle as per approved drawing, including cost of bolts and brackets, fabrication and erection in position, including cost and conveyance of all materials to work site etc., all operational, incidental labour charges, power charges, overheads & contractors profit etc. complete for finished item of work. ( for Shuttle courts )

Arrangement of Synthetic play ground at Kreeda Pranganam;Supply and installation of ITF certified 8 layers acrylic system with thickness up to 3mm. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer (% 100 acrylic latex based emulsion to improve bond of acrylic court system to the asphalt surface having consumption ratio of 0.014kg/sqft), second layer of acrylic Resurfacer (Filling and smoothing asphalt or concrete surfaces in preparation for Acryflex T tennis court system. And also fills the surface chips, voids and conceals repairs while providing a smooth surface for color coating. It should have a consumption ratio of 0.046kg/sqft), Third, Fourth & Fifth layer of Unirubber liquid cushion layers at a consumption ratio of 0.10 kgs per sqft all together, Sixth & Seventh layer of Precoat (Quartz filled % 100 acrylic latex based textured tennis topcoat with consumption ratio of 0.078 kg/sqft) and Eighth layer of Topcoat (100% acrylic latex polymer & colour coat for the finished surface to protect from UV. It should have consumption ratio of 0.023 kg/sft). On top of these 8 layers, the line marking should be done with Over line paint (% 100 acrylic latex based high hiding line paints. It should have consumption ratio of 4 kg/court). The acrylic resurfacer must have silica sand infill to be embedded into it with consumption ratio of 0.065 kg/sqft. The product must be approved/licensed/preferred by the respective International Sports Federation & used at the Indian/International Championships recognized by the respective Regional /International Sports Federation

Arrangement of Synthetic play ground at Kreeda Pranganam;Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 MORD. (using Three wheel 80-100 kN static roller) Bitumen (S-90)

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-BASC-2(V): Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH. Specification 503 (5th revision) and as directed by the Engineer-in-Charge.

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-BASC-9 Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading ? II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4% of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher 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 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-BASC-2 Providing and applying tack coat with Bitumen emulsion (Rapid Setting) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD.

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-BASC-7 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25 per cent 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 MoRTH specification clause No. 507 complete in all respects.

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-BASC-1(b): Providing and applying primer coat with bitumen emulsion CSS1(H) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Tech. specification No 502 MORTH (for use on Wet mix macadam & WBM)

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-SBBS-11 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-EECD-16-ii: Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 MORD / 305 MORTH.

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- ( using Hydraulic Excavator)

Arrangement of Synthetic play ground at Kreeda Pranganam;SSupply of precast cc blocks of 1.00m x 0.40 x 0.115/0.150m size for kerbing made with rubberized moulds of M-20 grade hard granite machine crushed metal including cost and conveyance of all material like of precast kerbing blocks of 600mm length true to its alignment over foundation with (1:4:8) proportion of 100 mm thick as specified by the department to form divider/ median including pointing with cement mortar ( 1:3 ) prop. Cost and conveyance of all materials like cement, sand and water etc,. To site including curing and labour charges for mixing etc, complete.

Arrangement of Synthetic play ground at Kreeda Pranganam;Based on Bld-_Elec-17-4-2: Supply and erecting double leaf hinged door each 150cms width x 185cms height using 40 x 40 x 4 mm MS Square Tube (as per IS 4923 : 1997) all four sides with necessary bends with cross supports of angle iron 40 x 40 x 6mm with the door leaf covered with chain link mesh of No. 8 SWG G.I wire with necessary flat iron covering all around frame. The door shall have heavy latches, and side channels of 100x50x5mm locking arrangement with lock of medium size with duplicate keys, the fencing completely erected with anti corrosive red oxide paint and two coats of prescribed enamel paint / silver paint. The channel iron of size 100x50mm x 2.5Mtr. length shall be provided and erected at both sides of gate with C.C work.

Arrangement of Synthetic play ground at Kreeda Pranganam;Supplying and fixing 2" x 2" (50 mm x 50 mm) PVC coated Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: by Providing, fixing and erecting 50 x 50 x 5 mm MS Square Tube as vertical placed at 3.05m center to center and each post of height 3.05m above ground level and 0.75 m below ground level & 50 x 50 x 2.5mm size MS Square Tube at top and 35 x 35 x 5mm MS equal angle horizontal at center fixing in the middle as per approved drawing, including cost of bolts and brackets, fabrication and erection in position, including cost and conveyance of all materials to work site etc., all operational, incidental labour charges, power charges, overheads & contractors profit etc. complete for finished item of work. ( for Cricket ground )

Arrangement of Synthetic play ground at Kreeda Pranganam;Manufacture, supply and placing in position of 50mm cricket net. The netting twine should be made of a synthetic polymer such as polyethylene. Nets should be black, green or white in colour as desired by the Engineer-in-charge. The mesh gap should be 50 mm and the twine should have a diameter of 1.8 to 3.0 mm. Netting may be knotted. The twine should be UV stabilized and rot proof , Twine Breaking Strength should be 86kg and Twine Knot breaking strength should be 105kg, Netting should be seamed at its edges to prevent fraying as directed by the Engineer ? in- charge

Arrangement of Synthetic play ground at Kreeda Pranganam;TBSP-G.I-01:Supplying & fixing 40mm dia GI pipe Medium Grade as per IS 1239 ISI mark in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, including cost and conveyance of all materials and labour charges complete for finished item of work.

Arrangement of Synthetic play ground at Kreeda Pranganam;BLD-CSTN-3-12-(29) Using Concrete mixture up to Plinth Level : Plain Cement concrete (M 15) Nominal Mix 1:2.5:5 (Cement : fine aggregate: coarse aggregate ) using 40, 20 & 10mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work

Arrangement of Synthetic play ground at Kreeda Pranganam;TBSC-T.I-15 : Cutting of grooves on concrete surface of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement including all material and labour charges.

Arrangement of Synthetic play ground at Kreeda Pranganam;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Arrangement of Synthetic play ground at Kreeda Pranganam;BLD-CSTN-4-1-(34) ; Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 500/550/550D) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-FNDN-4-I-(i) : Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Arrangement of Synthetic play ground at Kreeda Pranganam;Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. Page 95 of MoRT&H SDB

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-EECD-16-ii: Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 MORD / 305 MORTH.

Arrangement of Synthetic play ground at Kreeda Pranganam;BLD-CSTN-2-1 (9): Earth work excavation in Ordinary Soil by Manual Means- for structures in all types of soil as per drawing and technical specifications and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308).

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- ( using Hydraulic Excavator)

Arrangement of Synthetic play ground at Kreeda Pranganam;Supply of precast cc blocks of 1.00m x 0.40 x 0.115/0.150m size for kerbing made with rubberized moulds of M-20 grade hard granite machine crushed metal including cost and conveyance of all material like of precast kerbing blocks of 600mm length true to its alignment over foundation with (1:4:8) proportion of 100 mm thick as specified by the department to form divider/ median including pointing with cement mortar ( 1:3 ) prop. Cost and conveyance of all materials like cement, sand and water etc,. To site including curing and labour charges for mixing etc, complete.

Arrangement of Synthetic play ground at Kreeda Pranganam;Based on Bld-_Elec-17-4-2: Supply and erecting double leaf hinged door each 150cms width x 185cms height using 40 x 40 x 4 mm MS Square Tube (as per IS 4923 : 1997) all four sides with necessary bends with cross supports of angle iron 40 x 40 x 6mm with the door leaf covered with chain link mesh of No. 8 SWG G.I wire with necessary flat iron covering all around frame. The door shall have heavy latches, and side channels of 100x50x5mm locking arrangement with lock of medium size with duplicate keys, the fencing completely erected with anti corrosive red oxide paint and two coats of prescribed enamel paint / silver paint. The channel iron of size 100x50mm x 2.5Mtr. length shall be provided and erected at both sides of gate with C.C work.

Arrangement of Synthetic play ground at Kreeda Pranganam;Supplying and fixing 3"x3" (76 mm x 76 mm) x 4mm PVC coated Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: by Providing, fixing and erecting 63.5 x 63.5 x 4.5 mm MS Square Tube (as per IS 4923 : 1997) as vertical member, placed at 3.05m center to center and each post of height 5.00m above ground level and 1.50 m below ground level & 63.5 x 63.5 x 3.2mm size MS Square Tube at top and 35 x 35 x 5mm MS equal angle horizontal at center fixing in the middle as per approved drawing, including cost of bolts and brackets, fabrication and erection in position, including cost and conveyance of all materials to work site etc., all operational, incidental labour charges, power charges, overheads & contractors profit etc. complete for finished item of work. ( for Basket Ball & Volly Ball courts )

Arrangement of Synthetic play ground at Kreeda Pranganam;BLD-CSTN-3-12-(29) Using Concrete mixture up to Plinth Level : Plain Cement concrete (M 15) Nominal Mix 1:2.5:5 (Cement : fine aggregate: coarse aggregate ) using 40, 20 & 10mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-TSRA-6 : Painting Two Coats on New Concrete Surfaces : Painting two coats including primer coat after filling the surface with Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. on new plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD.

Arrangement of Synthetic play ground at Kreeda Pranganam;TBSC-T.I-15 : Cutting of grooves on concrete surface of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement including all material and labour charges.

Arrangement of Synthetic play ground at Kreeda Pranganam;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work.

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Arrangement of Synthetic play ground at Kreeda Pranganam;BLD-CSTN-4-1-(34) ; Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 500/550/550D) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-FNDN-4-I-(i) : Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

Arrangement of Synthetic play ground at Kreeda Pranganam;Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. Page 95 of MoRT&H SDB

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-EECD-16-ii: Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 MORD / 305 MORTH.

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- ( using Hydraulic Excavator)

Arrangement of Synthetic play ground at Kreeda Pranganam;Observed data based on BLD-CSTN-2-8 (16) : Filling with Top Red Soil with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and rolling with 8 to 10 Tonns roller including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Arrangement of Synthetic play ground at Kreeda Pranganam;Observed data based on BLD-CSTN-2-8 (16) : Filling with Gravel with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and rolling with 8 to 10 Tonns roller including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Arrangement of Synthetic play ground at Kreeda Pranganam;Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. Page 95 of MoRT&H SDB

Arrangement of Synthetic play ground at Kreeda Pranganam;2.40m wide Walking Track around Sports area

Arrangement of Synthetic play ground at Kreeda Pranganam;Supply of precast cc blocks of 1.00m x 0.40 x 0.115/0.150m size for kerbing made with rubberized moulds of M-20 grade hard granite machine crushed metal including cost and conveyance of all material like of precast kerbing blocks of 600mm length true to its alignment over foundation with (1:4:8) proportion of 100 mm thick as specified by the department to form divider/ median including pointing with cement mortar ( 1:3 ) prop. Cost and conveyance of all materials like cement, sand and water etc,. To site including curing and labour charges for mixing etc, complete.

Arrangement of Synthetic play ground at Kreeda Pranganam;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- ( using Hydraulic Excavator)

Arrangement of Synthetic play ground at Kreeda Pranganam;BLD-CSTN-2-1 (9): Earth work excavation in Ordinary Soil by Manual Means- for structures in all types of soil as per drawing and technical specifications and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308).