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| 1 | Dismantling of flexible pavement (bituminous coures)by mechanical means and disposal of dissmentled material up to a lead of 1-kilometre as per direction of engineer-in-charge D.S.R-15.59 |
| 2 | Earth work Exavation in foundation as in wet and foul position lead lift &30 m lead with aqll complete work (S.I.No.251) |
| 3 | Providing and injecting chemical emulsio forPRE-CONSTRUCTIONAL anti-termite treatmentand creatnga chemical bamer under and alround the column pits wall trenches basement. SOR-8.01 |
| 4 | Concrete with 4 cm. gauge stone ballast, Fine sand of 1.25 F.M. and cement, in proportion of 8:4:1 i/c supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Si. No. 281(A) |
| 5 | R.C.C. Work with cement approved coarse sand & 20m gauge stone grit in proportion of 1:1.5:3 in slab exc. Supply of renforcement and its binding but i/c its fixing and binding with 24 BWG G.I. binding wire and I/c necessary centering and shuttering etc all compete Sl. No. 288 |
| 6 | Steel reinforcement for R.C.C. work Includingstraightening, cutting, bending, placing Inposition and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D ormore. DSR-5.22.6 |
| 7 | 1st class brick work (1:4) cement sand mortor including all complete work (S.I.No.303) |
| 8 | 12mm thick plaster cement mortar consisting of 1 part cement and 4 parts of fine sand of 1.25 finerness modulus.SI 574 |
| 9 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Red sand stone-exposed face fine dressed with rough backing 30 mm thick D.S.R-8.14.1.5 |
| 10 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement: 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone D.S.R-7.33.1 |
| 11 | P/L POLISHED GRANITE STON flooring in required design and patterns in linear as well as curvilinear portions of the building all complete. 18mm-20mm think average Base 1:4 cement C/sand and joint with cement slurry and pointing with white cement slurryadmixed with pigment-(polished granite stone siab of colour black, cherry/ruby red or equivalent) D.S.R-11.56.1 |
| 12 | Extra for plastering done on moulding cornces or architraves including neat finish to line and level. In two coats D.S.R-13.24.2 |
| 13 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manneras per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/or pointing and/or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmer etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. D.S.R-14.72 |
| 14 | Stuck pointing with 1:2 cement and fine sand of 1.25 FM mortar with colouring materials to match the brick work colour including supply of all materials, labour, TMT with all complete work (SI. No. 574) |
| 15 | Construction of granular sub base (GSB) by providing closed graded material mixing by mix in place method including water and compacting with vibratory roller as per MORTH & II specification 401 |
| 16 | Providing and laying cement concrete with 1:1.5:3 (1cement 1.5 coarse sand and 3 graded stone ballast 20 mm nominal size) and curing complete, supply of all materials, curing, labour and T&P etc. required for proper completion of work as per direction of E/I) As per Sl. No.279(8) |
| 17 | Cartage for earth work upto 5 km |
| 18 | Supply and fixing of inoguration black granite stone padestal i/c grooving matter, b/w, plaster, painting etc all complete work 12.0 Please Enable Macros to View BoQ information |
