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| 1 | CONSTRUCTION OF 10000 LITRES RCC OHT WITH 7.50 M STAGING HEIGHT at Ramesh Garden in Pitchandar kovil PANCHAYAT. Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B First depth 0.00-2m |
| 2 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete. |
| 3 | Cement concrete 1:4:8 one cement four sand and eight aggregates using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete. |
| 4 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by TWAD Board officers. PLANE SURFACES Below GL |
| 5 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete. |
| 6 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete . |
| 7 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Square column upto G.L. Brace Beam Bottom |
| 8 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete.For column upto G.L. Brace Beam Bottom |
| 9 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B.For G.L. Brace Beam |
| 10 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. |
| 11 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. |
| 12 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 13 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete. |
| 14 | Refilling the foundation with excavated earth including watering and consolidation etc., complete. |
| 15 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. For column, G.L. brace beam top to First brace beam bottom |
| 16 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete. |
| 17 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. |
| 18 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 19 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete. |
| 20 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc.complete.Square Column (3.55 - 4.30) |
| 21 | Square Column (4.30 - 5.30) |
| 22 | Sq.Col.Cent. Rate (5.30 - 6.30) |
| 23 | Sq.Col.Cent. Rate (6.30 - 6.85) |
| 24 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete.RCC Rate (3.55 - 4.50) |
| 25 | RCC Rate (4.50 - 6.85) |
| 26 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., completeCentering Rate plain surface (6.85 - 7.20) |
| 27 | Centering Rate (7.20 - 7.20) |
| 28 | Curv. Surface Cent. Rate (0.00 - 3.30) |
| 29 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 30 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete. For RCC Rate (6.85 - 7.35) |
| 31 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.Curv. Surface Tank Side wall outer (7.35-8.30) |
| 32 | Curv. Surface Tank Side wall outer (8.30-9.30) |
| 33 | Curv. Surface Tank Side wall outer (9.30-9.80) |
| 34 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete. Column From Second Brace beam Top to RCC Rate (7.35- 9.00) |
| 35 | RCC Rate (9.00-9.80) |
| 36 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.Centering Rate plain surface (0.00 -3.30) |
| 37 | Centering Rate plain surface (0.00 -3.30) |
| 38 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 39 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete. Water tank cover slab (9.80 - 9.90) RCC Rate (9.80-9.90) |
| 40 | Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete., |
| 41 | Providing manhole cover of size 0.60 m X 0.60 m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges etc., complete., |
| 42 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 25mm x 25mm etc., complete. |
| 43 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50 mm x 60 mm MS angle for both sides and for steps at 30 cm C/C welded jointed etc., for I staging from GL to Fst 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 - 1 No. and abouve Ground Level - 4 Nos. Supply and fixing of 32 mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS base plate of 100 mm x 100mm x 6 mm 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. |
| 44 | Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15) |
| 45 | Exterior Emulsion Paint two coats with approved exterior emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete. |
| 46 | 65mm dia GI pipes for inlet connection |
| 47 | 65mm dia GI pipes for over flow and RWH |
| 48 | 65mm dia GI pipes for delivery pipe. |
| 49 | 50mm dia GI pipes for scour pipe. |
| 50 | 63mm dia PVC Threaded coupler |
| 51 | 65mm dia GI Tee |
| 52 | 65mm dia 90 Deg. Bend |
| 53 | 65mm dia GI Bend (Short) |
| 54 | 75 X 63mm dia PVC Reducer |
| 55 | 65mm dia GM Gate Valve |
| 56 | 50mm dia GM Gate Valve |
| 57 | 63 mm pvc pipe 4ksc |
| 58 | 63mm Earth work for |
| 59 | 75 mm pvc pipe 6ksc |
| 60 | 75 Earth work |
| 61 | ERECTION OF POWER PUMPS IN BOREWELL LABOUR CHARGES FOR ERECTION OF TWIN PACKER DUPLEX TYPE JET PUMPS IN BOREWELLS UPTO 150 MM DIA INCLUDING FIXING OF SUCTION PIPE REGULATING VALVES WITH JET ASSEMBLY UPTO A MAXIMUM DEPTH OF 30 M AND DELIVERY PIPE VALVES PRESSURE GAUGES UPTO THE EXTERIOR WALL OF PUMP ROOM AND ERECTION OF PANEL BOARD CONSISTING OF TPICN SWITCHES STARTER, VOLTMETER, AMMETER, THREE INDICATOR LAMPS CAPACITOR AND LAYING AND JOINTING THE CABLES AND TWIN EARTHING AS PER IE RULES ETC., COMPLETE AND TESTING THE PUMPS AND TRAIL RUN FOR 10 DAYS INCLUDING SIGNING OF COMPLETION OF REPORTS AS REQUIRED BY EB AUTHORITIES AND FINISHING THE PIPE HOLES INCLUDING THE FOUNDATION BOLTS, NUTS AND EARTH PITS. |
| 62 | EB Deposit |
| 63 | Geophysical investigation Charges etc., |
| 64 | Construction of borewell (Upto 60mts depth) Drilling of borewells in sedimentary areas alluvial soil strata by first taking pilot bore of 150mm dia and then enlarged to the required dia by calyx. |
| 65 | Reming from 150mm dia pilot bore into 300mm dia upto 60mm depth below ground level etc., |
| 66 | Labour charges for inserting the PVC casing pipe assesbly with slots and without slots including jointing the pipes etc., complete and supplying the pebbles and packing the annuator space with pebble of size and quality etc., |
| 67 | Supply 150mm OD PVC casing pipe including Transporation charges etc., |
| 68 | Borewell sub mercible pumpset 50 x 175 Mtr head (5.0 HP) |
| 69 | 5.00 Hp panel board consist of following 1.Voltmeter and ammeter suitable for above pumpset |
| 70 | 4.00 sqmm submersible cable |
| 71 | 50mm UPVC column Pipe |
| 72 | 50mm GI Bend |
| 73 | 50mm GI Pipe |
| 74 | 50mm GI Flange Set |
| 75 | 50mm GI gate Valve |
| 76 | 50 mm Bore Clamp set |
| 77 | MS Kiosk Box |
| 78 | Supply of Runoff 2 of 6mm2 7/20 GI bearer WIRE FOR SERVICE CONNECTION etc., - |
| 79 | 63 Amps TPN Metal clad switch with rewirable fuse units |
| 80 | 5Ams switch |
| 81 | Solvent Cement |
| 82 | PVC Insulation Tap |
| 83 | 63mm Pvc pipe |
| 84 | Earth work excavation in hard stiff clay block cotton ,red earth shales, murram 50%, fair sized boulders etc |
| 85 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. |
| 86 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyances of all materials to site and all labour charges for mixing,laying and curing etc complete |
| 87 | Brick work using country bricks of size 83/4\\"x41/4\\"x23/4\\" in cement mortar 1:5 (One cement and five M.Sand) including curing neat finishing, etc., complete complying with standard specifiction. |
| 88 | Cement Conrete 1:2:4 mix using 20 mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc complete for 10 cum. |
| 89 | Provision for Rain water RCC Ring |
| 90 | Provision for name board |
| 91 | Provision for photo charges |
| 92 | 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} Please Enable Macros to View BoQ information |
