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| 1 | CONSTRUCTION OF 60,000 LITRES OHT AT POOCHIATHIPEDU IN POOCHIATHIPEDU PANCHAYAT IN ELLAPURAM PANCHAYAT UNION |
| 2 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre 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 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 | First depth of 2m From 0 to 2 m below GL |
| 4 | Second depth of 1m |
| 5 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Board officers (For Footing) |
| 6 | 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. (For footing) |
| 7 | 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. |
| 8 | For items 1.5m to 4.5m below GL |
| 9 | For items 0 to 1.50m below GL |
| 10 | For items 0m to 4.5m above GL &1.00 m Above G.L |
| 11 | For items 4.50m to 7.32m above GL |
| 12 | For items 7.32m to 10.98m above GL |
| 13 | For items 10.98m to 14.64m above GL |
| 14 | For items above 14.64m & up to 18.30m from GL |
| 15 | 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. |
| 16 | PLANE SURFACES Below G.L. |
| 17 | PLANE SURFACES ABOVE G.L. to 3.30m |
| 18 | PLANE SURFACES 5.30m . to 6.30m |
| 19 | PLANE SURFACES 8.31m . to 9.30m |
| 20 | PLANE SURFACES 11.31m to 12.30m |
| 21 | Curved Surface 11.30m to 12.30m |
| 22 | Curved Surface 12.30m to 13.30m |
| 23 | Curved Surface 13.30m to 14.30m |
| 24 | Curved Surface 13.30m to 14.30m |
| 25 | Square Column Below GL and upto 3.30m above GL |
| 26 | Square Column 3.31m to 4.30m ht |
| 27 | Square Column 4.30 to 5.30m |
| 28 | Square Column 5.30 to 6.30m |
| 29 | Square Column 6.30 to 7.30m |
| 30 | Square Column 7.30 to 8.30m |
| 31 | Square Column 3.8.30 to 9.30m |
| 32 | Square Column 9.30 to 10.30m |
| 33 | Square Column 10.30 to 11.30m |
| 34 | Square Column 11.30 to 12.30m |
| 35 | 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. |
| 36 | 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. |
| 37 | Supply delivery and fixing of staircase with M30 grade concrete for landings, MS ladder of 0.45m wide using 50x50x5mm MS angles for sides and steps at 0.30m c/c, with GI pipe handrails using 32mm GI pipes for railings and verical support at 0.45m C/c, MS flats (Size 40mm x 5mm ) for horizontal ties at 0.3m c/c and at bottom with Anchor fastener bolts of size 12mm x 75mm including cost of materials labour for fabrication of handrails fixing, painting etc., complete. P86-19.0-2D |
| 38 | 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. |
| 39 | Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers |
| 40 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers. |
| 41 | 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 P166-232 |
| 42 | Painting emblem on the SR with enamel paint as per Board's specification and as directed by RD officersP278-4 |
| 43 | 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. |
| 44 | 65mm GI pipes for Inlet and Outlet P40-5.0-7 |
| 45 | 65mm GI pipes for over flow & rain water harvesting pipe P40-5.0-7 |
| 46 | 50mm GI pipes for scour pipe P40-5.0-6 |
| 47 | 65mm GI pipe for delivery pipe P40-5.0-7 |
| 48 | 90mm PVC Threaded coupler P27-2 |
| 49 | 63mm PVC Threaded coupler P27-1.5-10 |
| 50 | 65mm dia GI Tee P44-5.1B-2 |
| 51 | 65mm dia GI bend 90 P44-5.1B-9 |
| 52 | 65mm dia GI bend (short) 90 P44-5.1B-9 |
| 53 | 65mm GI coupler P44-5.1B-3 |
| 54 | 65mm GI union P44-5.1B-10 |
| 55 | 65mm GI Elbow P44-5.1B-1 |
| 56 | 50mm GI union P-44-5.1B-10 |
| 57 | 50mm GI Elbow P44-5.1B-1 |
| 58 | 65mm GI Tee P44-5.1B-2 |
| 59 | 65x50mm GI reducer P41-5.1q-15 |
| 60 | 75mmx63mm PVC reducer P25-1.4-2 |
| 61 | 65mm GM gate valve P45-5.2-1 |
| 62 | 50mm GM gate valve P45-5.2-2 |
| 63 | 90 mm PVC 4Ksc Pipe P21 -1.0 -3 |
| 64 | Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers |
| 65 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling. |
| 66 | 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 |
| 67 | Providing Hand rails over the Standing Platform 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 |
| 68 | Provision for Name Board & Photographic charges |
| 69 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \\"BB\\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |
