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| 1 | CONSTRUCTION FOF 60000 LITRES RCC OHT WITH 12.00 M STAGING HEIGHT (M 30 MIX) Peruvalapur Panchayat Pullambadi Panchyat Union. Earth work excavation in all type of soil like HSC soil with initial lead and lift including all other labour charges etc. complete as per SS20B double the rate for narrow foundation trenches. Ist depth |
| 2 | Earth work excavation in all type of soil like HSC soil with initial lead and lift including all other labour charges etc. complete as per SS20B double the rate for narrow foundation trenches. IIst depth |
| 3 | Providing M sand filling to 15cm thick including cost and conveyance of all materals to site and 100% compaction etc. complete for pavement portion. |
| 4 | Cement concrete (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and all labour charges etc. complete as per standard specification. |
| 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. For below |
| 6 | Supplying, fabrication and placing in position of HSD steel rods for reinforcement incluing the cost of steel and binding wire etc., complete |
| 7 | RCC in M30 GRADE using graded of HBGs excluding cost of reinforcement,centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechancial vibrator, finishing, curing etc., complete |
| 8 | Supplying and erecting centering shuttering including necessary supports for plane. |
| 9 | RCC in M30 GRADE using graded of HBGs excluding cost of reinforcement,centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechancial vibrator, finishing, curing etc., complete |
| 10 | Earth work 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 of HBGs excluding cost of reinforcement,centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechancial 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.A) Square Column (3.10 - 3.30) |
| 22 | B) Square Column (3.30 - 4.30) |
| 23 | C) Square Column (4.30 - 5.30) |
| 24 | D) 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.A) Square Column (3.10 - 3.30) |
| 26 | A) Square Column (4.50 - 5.75) |
| 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.A) Square Column (6.04 - 6.30) |
| 31 | B) Square Column (6.30- 7.30) |
| 32 | C) Square Column (7.30-8.30) |
| 33 | D) 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 |
| 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.A) Third brace beam (8.85-9.00) |
| 38 | b) Third brace beam (9.00-9.30) |
| 39 | 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 (9.30 -10.30) |
| 40 | Square Column (10.30-11.14) |
| 41 | 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 Third Brace beam Top to Floor (Grid) Beam Bottom (9.06 - 11.31) |
| 42 | 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 (11.14-11.30) |
| 43 | centering rate plain surface (11.30-11.59) |
| 44 | floor slab centering rate plain surface 11.59-11.59 |
| 45 | floor slab CURVE centering rate plain surface (0-3.30)) |
| 46 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 47 | 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. |
| 48 | FLOOR / GRID BEAM AND FLOOR SLAB 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.A) Curv. Surface haunch (slanding) |
| 49 | B) Curv. Surface Tank Side wall inner (12.30-13.30) |
| 50 | C) Curv. Surface Tank Side wall inner (13.30-14.30) |
| 51 | D) Curv. Surface Tank Side wall inner (14.30-14.89) |
| 52 | D) Curv. Surface Tank Side wall inner (14.89-15.30) |
| 53 | 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 (11.85-13.50) |
| 54 | RCC rate (13.50-15.30) |
| 55 | 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) |
| 56 | Tank cover slab side wall (curved) (15.30-15.485 |
| 57 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete |
| 58 | 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. |
| 59 | Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete., |
| 60 | 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., |
| 61 | 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. |
| 62 | 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. |
| 63 | Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15) |
| 64 | 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. |
| 65 | 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. |
| 68 | 50mm dia GI pipes for scour pipe. |
| 69 | 90mm dia PVC Threaded coupler |
| 70 | 63mm dia PVC Threaded coupler |
| 71 | 65mm dia GI Tee |
| 72 | 65mm dia GI BEND |
| 73 | 65mm dia GI Bend short |
| 74 | 65mm dia GI Coupler |
| 75 | 65mm dia Union |
| 76 | 65mm dia GI Elbow |
| 77 | 50mm dia GI Union |
| 78 | 50mm dia GI Elbow |
| 79 | 50mm dia GI Tee |
| 80 | 65x50mm dia GI Reducer |
| 81 | 75 x 63 mm dia GI Reducer |
| 82 | 76 x 90 mm dia GI Reducer |
| 83 | 65mm dia GI Gate Valve |
| 84 | 50mm dia GI Gate Valve |
| 85 | 75mm pvc Threaded coupler |
| 86 | SUB ESTIMATE Platform Earth work excavation in all classes of soils for lincluding labour charges only as per SS 20B. |
| 87 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost andconveyances of all materials to site and all labour charges for mixing,laying andcuring etc complete |
| 88 | 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., completecomplying with standard specifiction. |
| 89 | Cement Conrete 1:2:4 mix using 20 mm ISS metal including cost and conveyanceof all materials to site and all labour charges for mixing laying and curing etccomplete for 10 cum. |
| 90 | Provision for Rain water RCC Ringcomplete for 10 cum. |
| 91 | SUB ESTIMATE Fencing Earth work excavation in all classes of soils for lincluding labour charges only as per SS 20B. |
| 92 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost andconveyances of all materials to site and all labour charges for mixing,laying andcuring etc complete |
| 93 | Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stonejelly) using 20mm jelly for wearing coat including laying, compacting, finishing andcuring, etc., complete as per standard specificatins and as directed by thedepartmental officers. |
| 94 | Cut Stone Pillar of size 0.15 x 0.15 x 2.10mcomplete for 10 cum. |
| 95 | Supplying and Fixing Chain Link Fencing of 5cm x 5 cm x 10 gauge -10 Sqm. |
| 96 | Labour charges for fixing of RCC post in proper position |
| 97 | Provision for Gate Arrangement |
| 98 | Provision for Hand Rail top Tank |
| 99 | Provision for Name Board |
| 100 | Provision for photo charges |
| 101 | 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 |
