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| 1 | Construction of 30000 litre OHT @ AD Colony H/O Valayamadevi Panchayat |
| 2 | 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 Hard stiff clay blcak cotton, hard red earth, shales, murram, etc.SS 20Bgravelly soil as per SS 20B |
| 3 | Collection and supply of sandand filling in to the basement including cost and conveyanceto the siteand all labour charges for fillingas per standard speecifications |
| 4 | Refilling the basement with excavated earthother than sandcomplying the Standard specification |
| 5 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete |
| 6 | Supplying and erecting centeringshuttering includingnecessary supportsforplane surface infoundationandbasementandinallfloorsforR C Ccolumn footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, criticalpier etc using mild steel sheets of size 90 x 60 cm and 10 guagestiffened, weldedwithmild steel angles ofsize25mmx25mmx3mmforboardinglaidoversilver oak(country wood) scantlings of size 10cm x 6.5cm spacedof about 90cm centretocentreand supported by casurina props of 10cm to 13cm dia spacedat 75cmcentretocentre complete complying with standardspecificationsandasdirectedbydepartmental officers including conveyance of all materials to site and proper centering etc complete. |
| 7 | Plane Surface Below G.L. |
| 8 | G.L. to 3.30m |
| 9 | 6.30 to 7.30 m |
| 10 | Floor Slab 7.30m |
| 11 | Cover Slab 10.25m |
| 12 | Curved surface 0 to 3.30m |
| 13 | 3.31m - 4.30m |
| 14 | Square columns Below GL |
| 15 | 0 to 3.30m |
| 16 | 3.31 to 4.30m |
| 17 | 4.31 to 5.30m |
| 18 | 5.31 to 6.3m |
| 19 | 6.31 to 6.84m |
| 20 | Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works |
| 21 | Reinforced cement concrete 1:1.5:3mix using 20mmISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete .for 10 cum |
| 22 | 1.5m to 4.5m below GL |
| 23 | 0 to 1.5m below GL |
| 24 | 0 m to 4.5m from GL |
| 25 | 4.5m to 7.32m from GL |
| 26 | 7.32 m to 10.98 m from GL |
| 27 | Painting two coats with approved Exterior Emulsion over one coat of Priming coat of Cement Paint over cement plastered wall surface, ceiling and other new surface including cleaning, preparing the surface, curing, scaffolding charges etc., complete complying with standard specifications and as directed by the departmental officers. (S.I No. 359 B) ( NEW SURFACE) |
| 28 | ProvidingManhole cover of size 0.60mx0.60m in RCC 1:1.5:3 with sutable reinforcement |
| 29 | Providing and fixing of RCC inner access Ladder |
| 30 | Fabrication, supply, delivery and fixing of outside MS ladder |
| 31 | 65 mm GI Pipe |
| 32 | 65 mm GI Gatevale |
| 33 | 65mm GI Elbow |
| 34 | 65 mm GI Coupling |
| 35 | Lowering of PVC 63 mm rigid pipes and GI pipe ,Specials |
| 36 | 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} |
