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| 1 | Earthwork in excavation of foundation trenches or drain ain all sorts of soil including removing, spreading or stacking the spoils within a lead of 75 m as directed etc. (A) Depth of excavation not exceeding 1500 m |
| 2 | Single Brick flat soaling with picked jhama bricks including ramming & Dressing bed to proper leveland filling joints with local sand4.30 x 0.25 = 1.08 |
| 3 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering in ground floor and foundation (a)(1:3:6) proportion 4.30 x 0.25 0.15 = 0.16 |
| 4 | 125 mm thick Brick Work with 1st Class Bricks in cement mortar ( 1:4) 4.30 x 1.28 = 5.50 |
| 5 | Re emforcement forre enforced concrete work in all sorts of structures including ditribution bars , striipes , binders etc initial straighting and removal of loose rust, cutting to requisite length , hooking and bending to correct shape , placing in proper position and bindinh with 16 gage black annealed wireetc |
| 6 | Providing and laying cement concrete with of without Reinforcement M15 (1:1.5:3) grade concrete in any part Of foundation /sub structure / super structure or bridge /culverts with graded stone chips of specified nominalSize (20 mm. down) including screening clearing Approved stone chips and stone as necessary layingFinishing to camber and grade curing in water with cost & carriage of all materials and excluding hire chargesOf from work and including cost & carriage of stone Materials but excluding cost of reinforcement(average Thickness of 100 mm). 1.20 x 1.20 x 0.10 = 0.14 |
| 7 | Installation of sub Mercible pump hving capacity of 1 HP korloskar/ Crompton of Modle 3W 10B (CG) or As approved by the authority including supplyingm fitting & fixing the same in proper position true to line, level etc. including the cost of electical connction (non schedule iteam) |
| 8 | Page No. 37, Iteam No. 6DSupplying PVC water Stroge tank of approved quality with closed top , with LID (Black) 1000 Liter |
| 9 | Page No 37, ItemNo: 10(i) Labour for hoisting plastic water storage tank from Ground level etc |
| 10 | Page No 38, ItemNo: 13Labour for punching hole in plasting storage tank upto 50 mm dia |
| 11 | Auto Pumg controller with MCU based intellegent controller system (non schedule iteam) |
| 12 | Supplying fitting fixing 1st quality Ceamic tiles in wall and floori) Floor (Including Skirting):- With Sand cement morter (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using @2.91 Kf/sqm & joints filling using white cement slurry @ 0.20 Kg/sqm Area of each tiles upto 0.09 sqm. Other than coloured decorative including white |
| 13 | Supplying fitting fixing 1st quality Ceamic tiles in wall and flooriii) wall With Sand cement morter (1:3) 15mm thick & 2 mm thick cement slurry at back side of tiles using @2.91 Kf/sqm & joints filling using white cement slurry @ 0.20 Kg/sqm Area of each tiles upto 0.09 sqm. Other than coloured decorative including white4 x 1.80 x 0.60 = 4.321 x 1.80 x 1.80 = 3.242 x 0.80 x 1.80 = 2.88 |
| 14 | Filling in soak well by fine sand in kayers not exceeding 15 cm as directed and consolidatingsame by trough saturation with water ramming complete including the cost of supply of ssand 0.95x 0.95 x 0.60 = 0.54. |
| 15 | Supply of brick bats at site for filling soak pit. 0.95x 0.95x 0.90 =0.81 |
| 16 | Protective and decprativeacrelic exterior emulsion paints of approved quality 1.80 x 2.20 = 3.962.10 x 2.10 = 4.414 x 2.10 x 0.125 = 1.05 1 x 1.80 x 0.60 = 1.08 |
| 17 | Supplying fitting fixing bib cock or stap cock |
| 18 | Supplying fitting and fixing nameplate made of marble stone etc (size 34.5 cm x 215 cm) completed as per instruction of EIC |
| 19 | Add 9% of CGST |
| 20 | Add 9% of SGST |
| 21 | Add 1 % Cess |
