|
| 1 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers.First depth of 2m From 0 to 2 m below GL |
| 2 | Second depth of 1m |
| 3 | M.Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Board officers |
| 4 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers |
| 5 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the TWAD Board Officers.For items 1.5m to 4.5m below GL |
| 6 | For items 0 to 1.50m below GL |
| 7 | For items 0m to 4.5m above GL |
| 8 | For items 4.5m to 7.32 above GL |
| 9 | For items 7.32m to 10.98m above GL |
| 10 | For items 10.98m to 14.64m above GL |
| 11 | For items above 14.64m & up to 18.30m from GL |
| 12 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.Below G.L. |
| 13 | From GL to 3.30m |
| 14 | From 5.30m to 6.30m above GL |
| 15 | From 6.30m to 7.30m above GL |
| 16 | From 8.30m to 9.30m above GL |
| 17 | From 9.30 to 10.30 m above GL |
| 18 | From 3.30 to 4.30m Roof Slab |
| 19 | From 11.30m to 12.30m |
| 20 | Square Column Below GL and upto 3.30m above GL |
| 21 | 0 to 3.30m ht |
| 22 | 3.31m to 4.30m ht |
| 23 | 4.31m to 5.30m ht. |
| 24 | 5.30 to 6.30m |
| 25 | 6.30 to 7.30m |
| 26 | 7.30 to 8.30m |
| 27 | 8.30 to 9.30m |
| 28 | 9.30 to 10.30m |
| 29 | 10.30 to 11.30m |
| 30 | 11.30 to 11.40m |
| 31 | Curved Surface - upto 3.30m ht. 11.30m to 12.30m |
| 32 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers. |
| 33 | Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the officers. |
| 34 | Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st 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- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS |
| 35 | Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers |
| 36 | Providing Manhole cover of Size 1x0.75x0.75m in RCC 1:1.5:3 with sutable reinforcement and 50x50x6mm thick MS angle fixied |
| 37 | Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers |
| 38 | Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below..65mm GI pipe for inlet |
| 39 | 65mm GM gate valve |
| 40 | 65mm dia GI Tee |
| 41 | 65mm GI coupling |
| 42 | 65mm dia GI bend |
| 43 | 90mm t.coupler PVC |
| 44 | 80mm x 65mm Reducer |
| 45 | 65mm GI Flange Set |
| 46 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements |
| 47 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 48 | Provision for Name board |
| 49 | Earthwork excavation and depositing on bank with an intial lesd & lift in hard stiff clay, gravelly soil, shales, murrams earth mixed soil as per SS 20 B for foundation |
| 50 | M.Sand filling with M-sand including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 51 | Cement concrete in 1:4:8 mix using 40 mm metal used for foundation including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 52 | Cement concrete in 1:2:4 mix using 20 mm metal used for Wearing Coat including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 53 | Brick Work in Cement Mortar 1:5 using Country Bricks including cost & conveyance of all materials to site and all labour charges for curing, compacting etc., complete. |
| 54 | Plastering with cement mortar 1:4mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc complete. |
| 55 | Filling the stones in soakpit incluiding the cost and conveyance of materials 40mm |
| 56 | Rcc Precast rings |
| 57 | Ring and RCC Cover Slab |
| 58 | 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 |