|
| 1 | Construction of 30000 Litres Capacity OHT with motor at South Theneripatti Near Mariamman Kovilin Asoor Panchayat inThiruverumbur Block Earthworkexcavation 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 mixedwith smallsize boulders for foundation SS 20B First depth 0.00 - 2m |
| 2 | Seconddepth2.00 m -Below For Column Foundation |
| 3 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidationetc complete. |
| 4 | Cementconcrete1:4:8 (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. |
| 5 | 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 SURFACESBelow GL |
| 6 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete. |
| 7 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete MAT Concrete |
| 8 | 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 Cen. Rate |
| 9 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete.RCC Rate Below GL |
| 10 | Earthworkexcavation 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 mixedwith smallsize boulders for foundation SS 20B |
| 11 | Cementconcrete1:4:8 (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. |
| 12 | 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. |
| 13 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete As per Sl. No. 2 of Steel Schedule |
| 14 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. |
| 15 | Refilling the foundation with excavated earth including watering and consolidation etc., complete. |
| 16 | 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 Square column (0.00 to 2.72) |
| 17 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete.RCC Rate (0.00 to 2.72) |
| 18 | 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.FIRST BRACE BEAM - (2.72 - 3.02) |
| 19 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete As per Sl. No. 3 of Steel Schedule |
| 20 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete.RCC Rate (2.72 - 3.02) |
| 21 | First Brace Beam Laid 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.First brace beam Top to Second beam bottom (3.02-3.30) |
| 22 | Sq.Col.Cent. Rate (3.30 - 4.30) |
| 23 | Sq.Col.Cent. Rate(4.30 - 5.30) |
| 24 | Sq.Col.Cent. Rate(5.30 - 5.74) |
| 25 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete.First brace beam Top to Second beam bottom (3.02-4.50) |
| 26 | Square Column(4.50 - 5.74) |
| 27 | 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.Second Brace beam(5.74 - 6.04) |
| 28 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 29 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. |
| 30 | 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.Second Brace beam Top to Third Brace Beam Bottom(6.04 - 6.30) |
| 31 | Sq. Col. Cent. Rate (6.30 - 7.30) |
| 32 | Sq. Col. Cent. Rate(7.30 - 8.30) |
| 33 | Sq. Col. Cent. Rate(8.30 - 8.76) |
| 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 withmechanical vibrator, finishing, curing etc., complete.Column From Second Brace beam Top to Third Brace Beam Bottom(6.04 - 8.76) |
| 35 | 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.THIRD BRACE BEAM - (8.76-9.06) |
| 36 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 37 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Third Brace beam (8.76-9.00) |
| 38 | Third Brace beam (9.00-9.06) |
| 39 | Third Brace beam (8.76-9.00) |
| 40 | Third Brace beam (9.00-9.06) |
| 41 | LANDING BEAM THIRD BRACE BEAM LAIDSupplying 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.Third Brace Beam Top to Floor (Grid) Beam Bottom (9.06 - 9.30) |
| 42 | Square Column(9.30 - 10.30) |
| 43 | Square Column(10.30 - 11.21) |
| 44 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete.Column From Third Brace beam Top to Floor (Grid) Beam Bottom(9.06 - 11.21) |
| 45 | 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 (11.21 - 11.61) |
| 46 | Floor Slab Side (Curved Surface)Floor Slab side(0.00 - 0.26) Chainage Height (11.59-11.85) |
| 47 | Floor Slab Side (Curved Surface)Floor Slab side(0.00 - 0.26) Chainage Height (11.59-11.85) |
| 48 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 49 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete.Grid (Floor) Beam(11.21 - 11.61) |
| 50 | 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 (11.30-12.30) |
| 51 | Floor Slab Side (Curved Surface)Floor Slab side(0.00 - 0.26) Chainage Height (12.30-13.30) |
| 52 | Floor Slab Side (Curved Surface)Floor Slab side(0.00 - 0.26) Chainage Height (13.30-14.30) |
| 53 | Floor Slab Side (Curved Surface)Floor Slab side(0.00 - 0.26) Chainage Height (11.59-11.85) |
| 54 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Haunch(11.85-12.00) Water Tank Side Wall (11.85-13.35) |
| 55 | Watertank Sidewall (13.35-14.75) |
| 56 | 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 (14.30-15.30) |
| 57 | Floor Slab Side (Curved Surface)Floor Slab side(0.00 - 0.26) Chainage Height (14.30-15.30) |
| 58 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 59 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Water tank CoverSlab(14.75-14.93) |
| 60 | Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete., |
| 61 | 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., |
| 62 | Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15) |
| 63 | Towards cost and supply of plumbing materials for tank inlet, outlet, scour and over flow etc.,65mm dia GI pipes for inlet connection |
| 64 | 65mm dia GI pipes for over flow and RWH |
| 65 | 65mm dia GI pipes for delivery pipe.1 |
| 66 | 65mm dia GI pipes for delivery pipe.2 |
| 67 | 65mm dia GI pipes for scour pipe. |
| 68 | 90mm dia PVC FTA |
| 69 | 63mm dia PVC FTA |
| 70 | 65mm dia GI Tee |
| 71 | 65mm dia GI Coupler |
| 72 | 65mm dia GI flange |
| 73 | 65mm dia GI Elbow |
| 74 | 75 X 63mm dia PVC Reducer |
| 75 | 75 X 90 mm dia PVC Reducer |
| 76 | 65mm dia GM Gate Valve |
| 77 | 75mm PVC FTA |
| 78 | 90mm PVC Pipe 6KSC |
| 79 | 63mm PVC Pipe 4KSC |
| 80 | Provision for Painting in OHT |
| 81 | Provision for Name Board |
| 82 | 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} |
