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| 1 | Constrution of 60000 Ltr OHT near MGR Mandram H/O Hale Dharmapuri |
| 2 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soilFirst depth of 2m In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B For Column Footing For GL Brace |
| 3 | Second depth of 2.0m to 3.0 m |
| 4 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. |
| 5 | For Column Footing |
| 6 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. |
| 7 | For Column Footing |
| 8 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete |
| 9 | A). Below 1.5m from GLColumn FootingFor rectangular portionFor trapezoidal portion |
| 10 | B). 0m to 1.50m below GLColumn Braces at GL |
| 11 | C). 0m to 1.00m above GLColumn |
| 12 | D). 1.00m to 4.50m above GLColumn Braces at 2.875 m from GL |
| 13 | E). 4.50 m to 7.32 m above GLColumn Braces at 5.975 m from GL |
| 14 | F). 7.32 m to 10.98 m above GLColumn Braces at 9.075 m from GL |
| 15 | G). 10.98 m to 14.64 m above GLColumn upto 11.40mFor Floor beamFor Floor SlabFor Side Wall 11.85m to 14.64m For haunches |
| 16 | H). 14.64 m to 18.30 m above GLFor Side Wall 14.64m to 15.30m For Roof slabDeduction for manhole coverfor ventilater |
| 17 | Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following |
| 18 | I). Plain Surface |
| 19 | A) Below GL |
| 20 | B). From GL to 3.30m Ist set Brace bottomIst set Brace sides |
| 21 | C).From 3.31m to 4.30m For Roof BottomDeduct for manholeDeduct side wall bottom |
| 22 | D).From 5.31m to 6.30m 2nd set Brace bottom at 5.975m2nd set Brace sides |
| 23 | E). From 6.31m to 7.30m 2nd set Brace bottom at 5.975m2nd set Brace sides |
| 24 | F). From 8.31m to 9.30m 3rd set Brace bottom at 9.075m3rd set Brace sides |
| 25 | G). From 9.31m to 10.30m 3rd set Brace bottom at 9.075m3rd set Brace sides |
| 26 | H) From 11.31m to 12.30m For Floor Slab bottomFloor beam Outer sideFloor beam Inner sideDeduct column junction |
| 27 | II). Square Column: |
| 28 | Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following |
| 29 | A) Square Column Below GL and upto 3.30m above GL |
| 30 | B). 3.31m to 4.30m ht |
| 31 | C). 4.31m to 5.30m ht |
| 32 | D). 5.31m to 6.30m htDeduct for 2nd set Brace junction |
| 33 | E). 6.31m to 7.30m htDeduct for 2nd set Brace junction |
| 34 | F). 7.31m to 8.30m ht |
| 35 | G). 8.31m to 9.30m ht3rd set Brace junction at 9.075m |
| 36 | H) 9.31m to 10.30m ht3rd set Brace junction at 9.075m |
| 37 | I) 10.31m to 11.30m ht |
| 38 | J) 11.31m to 12.30m ht |
| 39 | III-A).Curved Surface - upto 3.30m ht. |
| 40 | B).Curved Surface - 3.30m to 4.30m ht. |
| 41 | Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.Upto 16mm RTSAbove 16mm RTS |
| 42 | Painting two coatsto the exposed surface of SR using cement paint |
| 43 | Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design |
| 44 | Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers |
| 45 | 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., |
| 46 | Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee |
| 47 | Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers |
| 48 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers |
| 49 | Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint |
| 50 | 65mm dia GI pipes |
| 51 | 65mm Ø GI Tee |
| 52 | 65mm dia GI Elbow |
| 53 | 65mm Ø GM Gate valve |
| 54 | 65mm dia GI Flangeset |
| 55 | 65mm dia GI Coupling |
| 56 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. As per item l(a) + l(b) Less item 2,3 & 4A & 4B |
| 57 | PROVIDING PLAT FORM ARRANGEMENTS (Sub Estimate) |
| 58 | Cement concrete 1:4:8 [one cement four sand and eight jelly] using 40.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification. |
| 59 | Supply and erecting sheet centering for plane surface including all charges to complete |
| 60 | Cement concrete 1:2:4 using 20.m.m. H.B.G.Jelly for foundation including watering where ever necessary and laid in layers not more than 15.c.m. thick compacting etc. complete complying with standard specification. |
| 61 | Provison for Pipe line (Sub Estimate) |
| 62 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 63 | Supply of 63mm PVC Pipes including cost and conveyance of all materials to site and all labour charges etc., completed. Pipe line |
| 64 | Labour charges for laying and joining 40mm HDPE Pipes including all labour charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete. 63mm PVC Pipe |
| 65 | Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete. |
| 66 | Providing Name board |
| 67 | 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 |
