(Quantitative Estimate, Rate & Amount)
LIST OF EXPENSES FOR THE PROJECT
| SRL. NO. | ITEM (EQUIPMENT) | RATE | AMOUNT (Rs.) | ||
| 1. | Earth work in excavation in | 266 M3 @23.85 M3 | = | 6,344/- | |
| foundation | |||||
| 2. | Single Jhama Brick flat soiling | 505 M2 @ 87.80 M2 | = | 44,339/- | |
| 3. | Sand filling in plinth | 495M3 @ 136/- M3 | = | 67,320/- | |
| 4. | Hire + Labour charges for | 841 M2 @ 70.10 M2 | = | 58,954/- | |
| shuttering: a) Without staging | |||||
| 5. | Hire + Labour charges for | 517 M2 @ 86.80 M2 | = | 44,876/- | |
| shuttering: b) With staging | |||||
| 6. | Cement concrete (6:3:1) with | 38M 3@ 1621.35 M3 | = | 61,611/- | |
| gravel | |||||
| 7. | R.C.C. (4:2:1) with chandil chips | 172 M3 @2230.25M3 | = | 3,83,603/- | |
| 8. | M. S. Reinforcement for R.C. work | 33.716M/T@19.600/MT | = | 6,60,834/- | |
| 9. | 12.5 Cm. th. brick work (4:1) | 211 M2 @238 M2 | = | 50,218/- | |
| 10. | Brick work (6:1) a) In foundation & plinth | 28 M2 @ 1499.55 M2 | = | 41,987/- | |
| 11. | Brick work, b) In suptr | 150 M3 1549.55 M3 | = | 2,32,478/- | |
| 12. | Ordinary grey artificial stone | 242 M'@ 138.80 M2 | = | 33,590/- | |
| flooring: | |||||
| 13. | Sal Wood Frame: | 2.54 Cmm @ 26,500 M% | = | 67,310/- | |
| 14. | Panel shutter 35 mm.th/ S. S. | 65 M2 @ 1380.25 M2 | = | 89, 716/- | |
| category "A" Type | |||||
| 15. | Glazed Shutter 35 mm. th/glass | 21 M2 @ 899.70 M2 | = | 18,894/- | |
| panes/S.S. category `A" Type | |||||
| wood | |||||
| 16. | M. S. G61 of approved design | 1680 kg @ 25.40 kg | = | 42,672/- | |
| 17. | M. S. clamp for door window | 340 Nos. @ 27.90 each | = | 9,486/- | |
| frame | |||||
| 18. | Cement plaster | ||||
| Ceiling | 369 M2 29.50 M2 | = | 10,886/- | ||
| 19. | Cement plaster | ||||
| a) outside plaster | 917 M2 @ 38.25 M2 | = | 35,075/- | ||
| b) 19 mm. th (6: 1) | 606 M2 @ 48.25 M2 | = | 29,240/- | ||
| 20. | Neat Cement Punning | 103 M2 @ 13.85 M2 | = | 14,266/- | |
| 21. | White washing (for plaster) | 873 M2 @ 6.75 M2 | = | 5,893/- | |
| 22. | Snow cem ( 2 coarts) ( for | 68 M2 @ 16.70 M2 | = | 11,356/- | |
| plaster) | |||||
| 23. | Painting ( 2 coats & priming) | ||||
| a) Wood | a) 143 M2 @53.85 M2 | = | 7,701/- | ||
| b) Steel | b) 112 M2 @ 52.20 M2 | = | 5,846/- | ||
| 24. | Constn.of septic tank | a) 1 No. @ 27, 104 | = | 27,104/- | |
| b) 1 No. @19,040/- | = | 19,040/- | |||
| 25. | Constn of Soak well as per PWD | 2 Nos. @ 60870. 10 each | = | 12,160/- | |
| per | |||||
| 26. | Supplying fitting & fixing H.C.I. | 72 M @ 208/- M | = | 14,976/- | |
| type | 20 M @ 178/- M | = | 3, 560/- | ||
| 27. | S.F.F. W.e. pan | 4 Nos. @ 366/- each | = | 1,464/- | |
| 28. | C.I. Trap 100 | 22 Nos @225.05 each | = | 4,951/- | |
| 29. | W.C. wash hand basin 2/c | 4 No @ 740.60 each | = | 2, 962/- | |
| 30. | S.F.F. squatting type urinal for | 4 Nos. @ 500/- each | = | 2,000/- | |
| Girls etc. | |||||
| 31. | Const. of surface drain | 52 M @ 129.30 M | = | 6,723/- | |
| 32. | Constn. of R.C.C. over head | = | 25,000/- | ||
| water Reservoir | |||||
| 33. | Supplying fitting & fixing door | = | 10,000/- | ||
| window iron fittings etc. | 21,64,435/- | ||||
| 34. | Add 5% contingency for un- | (+) | 1,09,736/- | ||
| foreseen items and sundries etc | |||||
| 22,74,171/- | |||||
| Add 15% for electrification | (+) | 3,45,667/- | |||
| charges ( as per PWD) norms | |||||
| Total | Rs. | 26,19,838/- | |||