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| 1 | Construction of 10000 lit New OHT tank in ST Kudiiruppu at Sozhavaram Panchayat |
| 2 | 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 |
| 3 | 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 |
| 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. |
| 6 | Below 1.5m from GL |
| 7 | 0m to 1.50m below GL |
| 8 | 0m to 4.50m above GL |
| 9 | 4.50 m to 7.32 m above GL |
| 10 | 7.32 m to 10.98 m above GL |
| 11 | 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. |
| 12 | Below GL |
| 13 | From GL to 3.30m |
| 14 | From 3.30m to 4.30m above GL |
| 15 | From 6.30m to 7.30m |
| 16 | Square Column Below GL and upto 3.30m above GL |
| 17 | 3.31m to 4.30m ht |
| 18 | 4.31m to 5.30m ht |
| 19 | 5.31m to 6.30m ht |
| 20 | 6.31m to 7.30m ht |
| 21 | Curved Surface - upto 3.30m ht. |
| 22 | Curved Surface - upto 7.3m-7.65m |
| 23 | Curved Surface - upto 7.3m-8.3m |
| 24 | Curved Surface - upto 8.3m-9.3m |
| 25 | Curved Surface - upto 9.3m-10.3 |
| 26 | Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods. |
| 27 | Painting two coats of newly plastered wall surface with two coat of Cement paint of approved colour over a Priming Coat including thorough scrapping ,plaster of paris ,putty clean removal of dirt and including necessary wherever required etc, complete complying with standard specification(including primer).For OUTER WALL Surface. |
| 28 | Providing M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30 cm centre to centre etc as per approved design |
| 29 | 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 complete |
| 30 | Providing 110mm AC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers |
| 31 | 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 |
| 32 | 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 |
| 33 | 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 enam |
| 34 | 50mm dia GI pipes inlet and scour (12+8) |
| 35 | 50mm dia GI pipes over flow (8) |
| 36 | 65mm dia GI pipes out let (7.50+4.5m) |
| 37 | 50mm dia GM gate valve |
| 38 | 65mm dia GM gate valve |
| 39 | 63mm dia PVC Threaded coupler |
| 40 | 50mm dia GI Tee |
| 41 | 50mm dia GI Elbow |
| 42 | 50mm dia GM Gate valve |
| 43 | 50mm dia GI Coupler |
| 44 | 50mm dia GI Flangeset |
| 45 | 50mm dia GI Coupling |
| 46 | 50mm dia GI Dummy |
| 47 | 50mm dia GI bend |
| 48 | 50mm dia GI union |
| 49 | 65mm dia GI union |
| 50 | 65mm dia GI Flangeset |
| 51 | 65mm dia GI Coupler |
| 52 | 63 mm PVC 4Ksc Pipe |
| 53 | Earth work excavation in Hard stiff gravely soil for narrow foundation with initial lead and lift as per SS 20 B,etc complete |
| 54 | Towards laying and jointing of pvc pipes with including labour charges etc., |
| 55 | 90mm 6KSC Pipe |
| 56 | 63mm 6KSC Pipe |
| 57 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 58 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling. |
| 59 | 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 |
| 60 | Fensing |
| 61 | Earth work excavation and depositing onsides with initial lead of 10 meter and initial lift of 2 meters in sand,silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth SS 20 B |
| 62 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification |
| 63 | Supplying and Fixing of MS Post including all material And Labour Charge |
| 64 | Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental o |
| 65 | 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., complete complying with standard specifiction. |
| 66 | Plastering with Cement Mortar 1:5 (One cement and Five M.Sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. |
| 67 | 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 TWAD Board officers. |
| 68 | Supplying and fixing chain link fencing of 5cm x 5cm x 10Gauge including cost and conveyance of all materials to worl site and all kind labour charges and all charges for tools, machinerices and equipements etc., completed |
| 69 | 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 |
