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| 1 | Earth work excavation above water level in light or sandy or clay soils for infiltration well of 4.50m dia ( internal) including leveling the site and as directed by the departmental officers open well excavation for infiltration well for first depth of 1.00m |
| 2 | Reinforced cement concrete 1:1.5:3 mix using 20mm HBG metal for all RCC items of works excluding cost of reinforcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or Roof slab wherever necessary and bearing surfaces of walls, sides and bottom of the slabs, beams etc., shall be finished smooth with Cement Mortar 1:3, 12mm thick and with Kraft paper without claming etc., as directed by the department officers as per standard specification. |
| 3 | Sinking of infiltration well of 4.50m internal dia and 5.50m external dia below water level including all incidental charges in light or sandy soil.First depth of 2.0m |
| 4 | Second depth of 2.0m |
| 5 | Third depth of 2.0m |
| 6 | Porous concrete in CC 1:4 ( one cement and four hard broken jelly of size 20mm) for steining of infiltration well excluding cost of centering but including curing etc., complete and as directed by the TWAD Board officers. |
| 7 | Cement Concrete 1:3:6 (One Cement, Three M.Sand and Six broken stone jelly) using 40mm size hard broken stone jelly for dummy columns, excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three M.Sand and Six hard broken stone jelly). Dummy columns should be at least 1 metre height) |
| 8 | Centering shuttering including necessary support for plane surface in Foundation and Basement and in all floors using mild steel sheets of size 90x60 cm and 10 gauge stiffened, welded with steel angles of size 25mmx25mm x3mm for boarding laid over silver oak (country wood) joints of 10cm size x6.5cm size spaced at about 90 cm center to center and supported casuarina props of 10 cm to 13 cm dia spaced at 75 cm center to center complete complying with standard specification. for plane surface |
| 9 | for curved surface curb |
| 10 | Supplying fabricating and placing in position mild steel or ribbed steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc. complete complying with standard specification |
| 11 | Plastering with Cement Mortar 1:4 (One Cement and Three M.Sand) 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers. |
| 12 | Plastering in CEMENT MORTAR 1:5 20mm thick in Including cost and conveyance of materials to site and all other labour charges including etc., as per standard specification. |
| 13 | Supply, delivery and fixing in position 50mm thick RCC 1:1.5:3 manhole cover slab of size 0.60 x 0.60m with necessary RCC and MS angle of size 50mm x 50mm x 6mm thick fixed alround the edges of the slab complete and as directed by the TWAD board officers. |
| 14 | Supply, delivery and fixing of CI steps in position at 30cm center to center in staggered manner and as directed by the TWAD board officers. |
| 15 | Providing ventilating arrangement by fixing in position 160mm OD PVC 6 ksc pipe with PVC cowl and as directed by the TWAD board officers. |
| 16 | Providing confirmatory bores to ascertain sand depth and locating well site before commencing the work. |
| 17 | Providing for cutting edge using 12g MS sheets including the cost of fabrication welding and placing in position in the curb including supply of the MS Sheet |
| 18 | Painting two coat of Plastic emulsion paint over wall plastering surface with best approved first quality of approved colour over the one coat of priming etc., complete complying with standard specification (The paint should be got approved by the departmental officers before use on works ) |
| 19 | Plugging the bottom of the well with coarse sand of approved sizes and grade as directed by the board officers. |
| 20 | Provision for Three phase 10 HP submersible pump set for 150mm dia bore well with ISI mark IS 80.34 without panel board (1000 x 40) LPM x m |
| 21 | Supply and fixing of Three phase 10 HP Panel board |
| 22 | Supply and delivery of 6 Sqm submersible cable ( 5% VAT) |
| 23 | 90mm HDPE Pipe PN 6 |
| 24 | Earthwork excavation and depositing on bank with n initial lead of 10 M initial list of 2 m. In hard stiff clay, stiff block cotton soil and hard red earth shales, murram, grvelstony earth and earth mixed with small bounders and hard gravely soil |
| 25 | Laying and jointing of 90mm HDPE Pipes |
| 26 | Refilling the excavated soil in the trenches |
| 27 | 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 |
