| 1 | 1 | Excavation in foundation in ordinary soil including lead upto 30 meter and lift upto 1.5 meter and including of excavated earth in to the trenches or in to the sapce of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed E/I (S.I. No. 251A) | BI01010001010000000000000515BI0100001113 | 680.85 | Cum |
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| 2 | 2 | Concrete with 4 cm. brick ballast fine sand nd cement in proportion of 12:6:1 in foundation and under floor and including supply of II material labour and T&P etc required for proper completion of the work. (S.I No. 272) | BI01010001010000000000000515BI0100001114 | 143.1 | Cum |
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| 3 | 3 | M-150 Brick work in 1:6 cement & coarse sand in foundation and plinth including supply of all materials labour tools & plants etc. required for completion of the work. (S.I. No. 305) | BI01010001010000000000000515BI0100001115 | 190.29 | Cum |
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| 4 | 4 | 12 M.M thick cement plaster 1:4 cement and coarse sand mortar over brick work icluding supply of all material labour and T&P etc. required for proper completion of the work. below plinth level (S.I. No. 584) | BI01010001010000000000000515BI0100001116 | 3606.24 | Sqm |
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| 5 | 5 | Cast Cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, approved coarse sand and 2 cm gauge stone grit in proporations of 1:2:4 excluding its fixing and binding the same with 24 B.W, G.G.I, binding wire, moulds, all materilas labour, T&P etc, required for proper omplection of the work. The rate exludes making of drip course which shall be paid extra S.I. No. 282 | BI01010001010000000000000515BI0100001117 | 106.87 | cum |
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| 6 | 6 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in lighter beam excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 285) | BI01010001010000000000000515BI0100001118 | 13.5 | cum |
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| 7 | 7 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in raft foundation excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 287) | BI01010001010000000000000515BI0100001119 | 18.9 | cum |
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| 8 | 8 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in column excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 289) | BI01010001010000000000000515BI0100001120 | 7.16 | cum |
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| 9 | 9 | R.C.C. work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:2:4 in slab excluding supply of reinforcement and its bending, but including its fixing and binding wire and including necessary centering & shuttering etc. (S.I. No. 284) | BI01010001010000000000000515BI0100001121 | 96.47 | cum |
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| 10 | 10 | 2 Cm thick damp proof course with cement and 1:2 with and including water proofing compound as ordered by the engineer incharge in the proportion as specified by the manufactuner including supply of all materials,labour,tools & plants etc. SI no. 360 | BI01010001010000000000000515BI0100001122 | 95.4 | Sqm |
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| 11 | 11 | Providing and fixing ''brick coba'' 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concret water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30cmxcm and side wall parapet shall be mono tythic plaster cement and coarse sand masonary Coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T&P etc for proper completion of work. S.I No. Chap 11 New item no 3) | BI01010001010000000000000515BI0100001123 | 605.4 | Sqm |
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| 12 | 12 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. (S.i. No 504)\n\n\n | BI01010001010000000000000515BI0100001125 | 236.63 | Qtl |
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| 13 | 13 | M.S. Iron work in steel Z section window excuding glass panes shall be openable panenls and also including wastage fixing proper complition of the work . S.I.No 502 B | BI01010001010000000000000515BI0100001126 | 26.08 | Qtl |
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| 14 | 14 | M.S. Iron work in steel Z section window excuding glass panes shall be openable panenls and also including wastage fixing proper complition of the work . S.I.No 502 B-2 | BI01010001010000000000000515BI0100001127 | 1.41 | Qtl |
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| 15 | 15 | Supply and fixing rolling shutters of approved make made 80x125mm (3x5) cold rolled M.S lathe inter locked throughout their entire lengh and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets side guides and arrtangements for inside and outside locking with push and pull operation complete S.I.No 520 | BI01010001010000000000000515BI0100001128 | 101.4 | sqm |
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| 16 | 16 | Providing fixing 27.5 cm long wire spring grade two far rolling shutter S.I.No 521 | BI01010001010000000000000515BI0100001129 | 30 | No |
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| 17 | 17 | Providing and fixing Top cover for rolling shutter 2.5 mtr wide S.I.No 522 | BI01010001010000000000000515BI0100001130 | 15 | No |
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| 18 | 18 | Earth filling in plinth including carted earth from distance 5 km. from the site of work including watering ramming and dressing etc. in 20cm. Layers required for proper completion of the work as per direction of E/I. S.I. No. 253A+Cartage (Including royalty Rs 30.00) | BI01010001010000000000000515BI0100001131 | 1230 | cum |
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| 19 | 19 | Sand filling in plinth including supply of necessary quantity of sand including watering dressing etc. for proper completion of the work S.I No-255A. | BI01010001010000000000000515BI0100001132 | 83.7 | Cum |
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| 20 | 20 | M-150 Brick work in 1:4 Cement Coarse sand mortar in supper structure in one brick thick wall including supply jof all material labour and T&P etc. required for proper completion of the work (S.I. No. 305a + 309+310) | BI01010001010000000000000515BI0100001133 | 138.3 | Cum |
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| 21 | 21 | M-150 Brick work in 1:3 Cement Coarse sand mortar in supper structure in 1/2 brick thick wall including supply of all material labour and T&P etc. required for proper completion of the work (S.I. No. 307+ 309+310A) | BI01010001010000000000000515BI0100001134 | 17.7 | Cum |
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| 22 | 22 | Add extra labour and material for rough face plaster of one brick wall ( S.I. No. 596) | BI01010001010000000000000515BI0100001135 | 809.1 | sqm |
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| 23 | 23 | Add extra labour for plaster in ceiling S.I. No. 587 | BI01010001010000000000000515BI0100001136 | 421.5 | Sqm |
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| 24 | 24 | White washing two coats including supply of all material labour T&P required for proper completion of the work. S.I. No 673 | BI01010001010000000000000515BI0100001137 | 1603.2 | sqm |
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| 25 | 25 | Painting or varnishing work in small areas or new wood work withone coat (upto one square metre) ready mixed priming paint and 2 coat of superior quality ready mixed paint or varnish including supply of all materials. Labour tools & plants etc required for proper completion of the work paint to be used should confirm the ISI no 641+642 | BI01010001010000000000000515BI0100001138 | 359.4 | Sqm |
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| 26 | 26 | Providing fixing glass panes 5mm thick with putty and brades including cost of labour T&P required for proper completion of the work S.I. No Chap-9 9.04 | BI01010001010000000000000515BI0100001139 | 1.05 | sqm |
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| 27 | 27 | 4cm thick plain cement concreet floor with 1:2:4 cement approved coarsand & stone grit laid in panels finished with 3 mm floating coat of neat cement and marble dust in ratio 5:1 as specified including supply of all material labour T&P required for proper complition of the work S.I. No. 605 | BI01010001010000000000000515BI0100001140 | 520.8 | sqm |
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| 28 | 28 | Providing and fixing glass strips of 5mm thick & 3.5 cm deep joints of floor at the time of laying labour T&P completed S.I.No. 631-d | BI01010001010000000000000515BI0100001141 | 1615.8 | RM |
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| 29 | 29 | Plain cement concrect 1:2:4 C/sand 2 cm. Stone girt including supply all materials labour T&P etc S.I No. 279-A | BI01010001010000000000000515BI0100001142 | 35.98 | Cum |
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| 30 | 30 | 2 cm thick plaster in dedo or skirting in 1:2 cement & C/sand including supply all materials labour T&P etc S.I No. 597. | BI01010001010000000000000515BI0100001143 | 43.5 | Sqm |
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| 31 | 31 | Supply and fixing of PVC rain water spout pipe 10 cm dia. S.I. No. 730-A. | BI01010001010000000000000515BI0100001144 | 45 | Rm |
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| 32 | 32 | providing and injecting chemical for preconstruction antitermite treatment and creating and chemical barrier under and arround the column pits wall trenches basement excavation top surface in plinth filling junction of wall and floor, along the extrnal perimetre of binding expansion joints surrounding or pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S. 6313 (part II 1981) aldrine emulsifiable concentrate or any other approved matrial such heptachlor of chlordane will be used. the reae of application of chemical emulsion shall be as follow:- 1- Treatment for massonary and foundation 5 liters per sqm. 2- Back fill in immediate contact with foundation 7.5 liters per Sqm. 3- treatment of surface of plinth filling 5 liters per Sqm. 4- Treatment of soil alone external perameter of building 7.5 liters per sqm 5- Treatment of soil under external paremeter 5 liters per Sqm.ch 29 item 19.02 | BI01010001010000000000000515BI0100001145 | 573 | Sqm |
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| 33 | 33 | Concrete with 4 cm. gauge stone ballast fine sand and cement in proportion 8:4:1 in foundation and under floor and Including supply of all material labour, tools and plants required for proper completion of the work. S.I. No. 275 | BI01010001010000000000000515BI0100001146 | 48.2 | cum |
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| 34 | 34 | M-150 brick work in 1:4 cement & C/sand mortar in foundation & plinth including supply of all material labour tools and plants required for proper completion of the work. S.I. No. 305 | BI01010001010000000000000515BI0100001147 | 47.65 | cum |
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| 35 | 35 | M-150 class brick work in 1:4 cement & Coarse sand mortar in superstructure in one brick thick wall supply of all material labour tools and plants required for proper completion of the work. S.I. No. 305 (a) +309+310 | BI01010001010000000000000515BI0100001148 | 42.71 | cum |
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| 36 | 36 | M-150 class brick work in 1:4 cement & Coarse sand mortar in superstructure in walls not to be less than 1.5 brick including supply of all material labour tools and plants required for proper completion of the work. S.I. No. 305 (a)+309 | BI01010001010000000000000515BI0100001149 | 10.14 | cum |
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| 37 | 37 | Finishing wall with two coat weather coat water proof cement paint and primer coat of approved make and quality to give an even shade including supply of all materials, labour , tools & plants etc requried for proper completion of the work. S.I No Ch-15 item 662 new item | BI01010001010000000000000515BI0100001150 | 1455.84 | sqm |
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| 38 | 38 | Mechanically compected to achive 95% proctors density incluidng arrangement of water, settement and all T&P including roller and its fuel etc embankment or to be deposited as spoil banks with in 30 cm. distance as directed by the engineer in charge (S.I. No. 260 a) | BI01010001010000000000000515BI0100001151 | 562.5 | Cum |
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| 39 | 39 | WBM Grading-2 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18 | BI01010001010000000000000515BI0100001152 | 46.88 | Cum |
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| 40 | 40 | WBM Grading-3 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18 | BI01010001010000000000000515BI0100001153 | 46.88 | Cum |
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| 41 | 41 | Supply of 80 mm thick precast cement concrete I-Shape interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P cement, smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro -compression mechanism. The compressive strength of concrete paver block shall not be less than 40 MPa and weight 4.5 kg per including cost of materials, with a blanket layer of 4.00 cm thick fine sand including labour T&P etc required for proper complection of the work as directed by E/I S.I. No. new item 14 | BI01010001010000000000000515BI0100001154 | 475 | Cum |
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