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| 1 | Shop10 Nirman Work |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as per PWD sl no. 2.8.1 |
| 3 | Earth work in filling of ordinary soil (including royalty) by mechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cmin trenches, plinth, sides of foundationetc. complete as per analysis of rates |
| 4 | Providing and laying cement concrete 1: 6 :12 (1 cement: 6 C.sand: 8 graded brick aggregate 40mm nominal size.) including supply of all materials, labour and T&P etc required for proper completion of the work as per (UPPWD SOR sl no. 273) |
| 5 | First class brick work 1:4 cement and coarse sand of 1.25 FM mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of work (UPPWD SOR si. no. 6.1.1) |
| 6 | First class brick work 1:4 cement and coarse sand of 1.25 FM mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of work (UPPWD SOR si. no. 6.4.1) |
| 7 | 12mm thick plaster in 1:4 in cement and coarse sand including including supply of materials, labour, tools, plants etc. required for proper completion of the work.(UPPWD SOR sl. no. 13.4.1) |
| 8 | R.C.C. work in slab in 1:2:4 in cement coarse sand & 20mm grade stone grit excluding supply of reinforcement but including cost of centering and shuttering etc. all respects as pwd S.I. No. 5.1.3 |
| 9 | Mild steel or iron in plain work such as rein forced concrete or reinforced, brick work (when not included in an over all Rate) wrought to required shape as necessary including supply of steel isrs wastage bend hooks (UPPWD SOR S.i. No. 504) |
| 10 | Providing and laying cement concrete 1: 2 :4 (1 cement: 2 C.sand: 20 graded stone aggregate 20mm nominal size.) including supply of all materials, labour and T&P etc required for proper completion of the work (UPPWD SOR sl. no. 4.1.3) |
| 11 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401. |
| 12 | Cement concrete pavement constuction of un- reinforced, dowel joint dat expansion andconstuction joint only, plain cement concrete pavement, thickness as pere desing, over a prepared subbase, eith 43 grade cement or any other type as per caluse 1501,2.2M30(Grade), provision of contraction and expansion, constraction joint applying debonding strips, primer seailant, dowel bars, neer approaches to bridge/ culvert and constuction joints, admixtrue. all respects as analysis of rates |
| 13 | Providing and laying Ceramic glazed floor tiles Of size 300.000 mm of 1st quality conforlliinpto IS : 15622. of approvcd make. in (Ill colours. shades, except White, Ivory. Grey. Fume Rcd Brown. laid on 20 thick bed of ccntcnt mortar (lCetitent : Coarse sand). Jointing with grey cement slurry @ 3.3 kg/ sq m including pointing the Joints with Whitc cetnent and matching pigments Cfc..(UPPWD SOR s\". no. IL3.1) |
| 14 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black or any size as approved by Engineer•in•Charge, in skirting, risers o steps and dados, over 12 mm thick bed o cement mortar 1:3 (l cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment o matching shade complete (UPPWD SOR sl. no, 8.31) |
| 15 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters: 80x1.25 mm M.S. laths with 1.25 mm thick top cover as per P.W.D. S.I. No. 10.6.1 |
| 16 | Providing and fixing ball bearing for rolling shutters. as per P.W.D. S.I. No. 107 |
| 17 | Providing and applying of white cement based putty of average thickness of 1 mm of approved brand and manufacture over plastered wall surface.(UPPWD SOR sl. no. 13.80) |
| 18 | Wall painting with plastic emulsion paint of approved brand and manufacture to give even shade: two coat.(UPPWD SOR sl. no. 13.60.1) |
| 19 | Painting roof or other iron work of approved make and quality on new work with three coats ti give an even shade including all material labour and T&P etc required for proper completion of work. as per P.W.D. S.I. No. 644+645 |
| 20 | (iii) Suspended floors, roofs, landings, balconies and access platform (UPPWD SOR sl. no. 5.9.3) |
| 21 | (iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers (UPPWD SOR sl. no. 5.9.5) |
| 22 | (v) Columns, Pillars, Piers, Abutments, Posts and Struts (UPPWD SOR sl. no. 5.9.6) |
| 23 | P/F of display/ inauguration black granite board including letter writing etc. All cost complete |
| 24 | Add 3.75% for Electrical external service connections |
| 25 | Add 4% for power wiring and plugs |
| 26 | ADD GST 18% Please Enable Macros to View BoQ information |
