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| 1 | Dismantling of plaster |
| 2 | 2.5 cm (1 thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm.(3/4\"\") graded approved stone shingle laid in panels finished with 3mm.(1/8\") S.I.No 601(a) |
| 3 | S\F of murga Jali 1/2x24 gauge |
| 4 | 2.5 cm (1 thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm.(3/4\"\") graded approved stone shingle laid in panels finished with 3mm.(1/8\") S.I.No 601(a) |
| 5 | Providing & Laying vitrified floor tiles in different size (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and confirming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement, 4 Coarse sand) including grouting the joints with white cement and matching pigments etc,(Size of tile 60x60mm) complete As per D.S.R 11.41 |
| 6 | Supply & Fixing 6 mm (14\"\") china white glazed tiles in flooring or skirting dado laid with 1:3 cement and approved coarse sand mortar finished white cementslurry jointing and polishing complete including supply of all materials,labour and T&P etc. required for proper completion of the work.S.I.No 628 |
| 7 | Plastering with 1:4 cement & coarse sand |
| 8 | Distemper two coat with oil bound distemper of approved brand manufacture As per S.I.No-649&650 |
| 9 | Finishing wall with water proof cement paint of approved make and quality on new work with three coats to give an even shade including supply of all materials labour and T&P etc, required for proper completion of work as per S.I.No 660 & 661 |
| 10 | Providing and fixing steel door flames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.25 mm pressedmild steel welded or rigiddly fixed together by machanical means, adjustaable lugs with split end tail to each jamb including steel butt hings 2.5 mm thick with mortar guards, lock srike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surfacce as directed by Engineer-in-charge: (As per D.S.R. 10.14)Profile B (As per D.S.R. 10.14.1) |
| 11 | Supply and fixing of flush doorscommercial quality confirming to I.S.I 2202 part I (1983) including fixing of woodden cleats and stoppers and Including fixxing And adjustment of hings bolts locks handles springs fitting with necessory srews to be supplied departmentaly. 32 mm thick S.I.No 470 |
| 12 | Providing and applying white cement based putty of average thickness 2 mm of approved brand and manufacturer over the plastered wall surface of prepare the surface even and smooth complete. As per D.S.R 13.26 |
| 13 | Dismantling of B\Work |
| 14 | Painting two coat over on wood or steel and other metal suface with superior synthetic enamel standard make As per S.I.No 1+2+4(iii) |
| 15 | Earth work in excavation in foundation in ordianary soil (loam clay or sand) including lift upto 1.5m and lead upto 30m and including filling watering and ramming of excatated earth into the plinth and removal & disposal of surplus earth as directed by the Engineer-in-charges upto adistances of 30 mtr.from foundation trenches (S.I.No.251) |
| 16 | Earth work in filling orin embankment in ordianary soil, excavation to be in the from of ragular pits not exceeding 0.5 m in depth and earth work embankment to be in 20 cm layers including ramming & dressing of the surface to required levels & slopes and also including 1.5 m lift & 30 m lead as per |
| 17 | Concrete in foundation with 4 cm gauge brick ballast,fine sand of 1.25 F.M and cement in the proportion of 8:4:1 in foundation and under floors including supply of all material labours tools and plants etc required for the proper completion of the work (S.I.No 275) |
| 18 | D.P.C 2.5cm thick and cement concrete consisting of 1 part cement and 1½ parts approved coarse sand and 3 parts approved 13 mm Stone Gritand including water proofing material as orded by the Engineer-in-Charge in the proporation as specified by the manufactureS.I.No 362 |
| 19 | Class M-15 brick work in 1:4 & c/sand in plinth (S.I.No.305) |
| 20 | Class M-15 brick work in 1:4 & c/sand in Super Structure (S.I.No.305+309) |
| 21 | M-20 class R.C.C work with cement approved coarse sand 20 mm gauge approved stone grit in the proportion of 1:1.5:3 in foundation and footing excluding the supply of reinforcement and its bending but including its biding the same with 24 BWG, GI binding wire and also including providing and fixing necessary centring and shuttering and its removal after completion of work & supply of all other materials labour T&P etc. Required for the proper completion of the work.(S.I.No 287) |
| 22 | Same as above in item No 8 but for plinth band as per (S.I.No 283) |
| 23 | Same as above in item No 8 but for Slabs and Cantileverslabs as per (S.I.No 284A) |
| 24 | Same as above in item No 8 but for Columnas per (S.I.No 285) |
| 25 | Supply of M.S. Bars including cutting bending etc for complete work |
| 26 | Water Supply & Sanitary |
| 27 | Electrification |
| 28 | Sign Board Fixing comlete in All Respect |
