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| 1 | Construction Of 30000 Litres RCC OHT with 12.00M Staging Height in Palaganakudi Panchayat. Earth work excavation and depositing on back with an 10m and lift of 2m in the following classsificaton 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 size boulders for foundation SS 20B First Depth 0.00-2m |
| 2 | Second depth 2.00 m - Below |
| 3 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete. |
| 4 | 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. |
| 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. |
| 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 with mechanical vibrator, finishing, curing etc., complete |
| 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. |
| 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 with mechanical vibrator, finishing, curing etc., complete. |
| 10 | 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 |
| 11 | 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. |
| 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 |
| 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 with mechanical 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. |
| 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 with mechanical vibrator, finishing, curing etc., complete. |
| 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. |
| 19 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 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 with mechanical vibrator, finishing, curing etc., complete. |
| 21 | 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 (3.02 - 3.30) |
| 22 | Square Column (3.30 - 4.30) |
| 23 | Square Column (4.30 - 5.30) |
| 24 | Square Column (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 with mechanical vibrator, finishing, curing etc., complete. Square Column (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. |
| 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 with mechanical 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. Square Column (6.04 - 6.30) |
| 31 | Square Column (6.30 - 7.30) |
| 32 | Square Column (7.30 - 8.30) |
| 33 | Square Column (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 with mechanical vibrator, finishing, curing etc., complete. |
| 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. |
| 36 | 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. 5 of Steel Schedule |
| 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 with mechanical vibrator, finishing, curing etc., complete. Third Brace beam (8.76-9.06) |
| 38 | Third Brace beam (9.00 - 9.06) |
| 39 | Third Brace beam (8.76-9.06) |
| 40 | Third Brace beam (9.00-9.06) |
| 41 | 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 Top to Floor (Grid) Beam Bottom (9.06 - 11.31) |
| 42 | Square Column (9.30 - 10.30) |
| 43 | Square Column (10.30 - 11.30) |
| 44 | Square Column (11.30 - 11.31) |
| 45 | 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. |
| 46 | 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. Floor (Grid) BEAM - (11.31-11.61) |
| 47 | Floor Slab |
| 48 | Floor Slab Side (Curved Surface) |
| 49 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 50 | 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. |
| 51 | 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 haunch (slanding) (11.85 - 12.00) (4.00 - 0.15) = 3.85) |
| 52 | Curv. Surface Tank Side wall inner (12.30-13.30) |
| 53 | Curv. Surface Tank Side wall inner (13.30-14.30) |
| 54 | Curv. Surface Tank Side wall inner (14.30-14.75) |
| 55 | 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 Side Wall (12.00 - 13.50) |
| 56 | Water Tank Side Wall (13.50-14.75) |
| 57 | 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. Cover Slab Bottom (14.75-14.75) |
| 58 | Tank cover slab side wall (curved) (14.75-14.93) |
| 59 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 60 | 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. |
| 61 | Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete., |
| 62 | 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., |
| 63 | Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sand 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. |
| 64 | Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15) |
| 65 | Towards cost and supply of plumbing materials for tank inlet, outlet, scour and over flow etc., 65mm dia GI pipes for inlet connection |
| 66 | 65mm dia GI pipes for over flow and RWH |
| 67 | 65mm dia GI pipes for delivery pipe.1 |
| 68 | 65mm dia GI pipes for delivery pipe.2 |
| 69 | 65mm dia GI pipes for scour pipe. |
| 70 | 90mm dia PVC FTA |
| 71 | 63mm dia PVC FTA |
| 72 | 65mm dia GI Tee |
| 73 | 65mm dia GI Coupler |
| 74 | 65mm dia GI flange |
| 75 | 65mm dia GI Elbow |
| 76 | 75 X 63mm dia PVC Reducer |
| 77 | 75 X 90 mm dia PVC Reducer |
| 78 | 65mm dia GM Gate Valve |
| 79 | 75mm PVC FTA |
| 80 | 90mm PVC Pipe 6KSC |
| 81 | 63mm PVC Pipe 4KSC |
| 82 | Provision For Painting in OHT |
| 83 | Provision for Name Board |
| 84 | Providing CC Road From Rajamanickam House to Anu Karthick House Pallivasal Street in Palaganakudi Panchayat. Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary etc complete complying with standard specification. |
| 85 | Supplying and filling in basement with filling M-Sand in layer of not more than 15 cm thick well rammed etc., complete. |
| 86 | Cement Concrete 1:4:8 mix (One cement four m-sand and eight aggregate) using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found neceesary and laid in layers of not more than 15cm thick and compacted ,etc.,complete complying with standard specification |
| 87 | Supplying and erecting centering for sides Centering for soffits of RCC slabs of plane surface like lintels,beams,etc.,including strutting 3m high using mild steel sheets of size 90cm x 60cm and B.G 10 Stiiffened with M.S angles of size 25mm x 25mm 3mm laid over silver Oak (C.W) joists of size 10cm x 6.5 (spaced of 90cm C/C ) and supported by casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with Standard |
| 88 | Cement Concrete 1:3:6 mix (one cement three m-sand and six aggregate ) using 20mm guage hand broken granite tone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and compacted,etc.,completecomplying with standard specificatiion |
| 89 | Cement Concrete 1:2:4 mix (one cement three m-sand and six aggregate ) using 20mm guage hand broken granite tone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and compacted,etc.,completecomplying with standard specificatiion |
| 90 | 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 |
