Tender For Permanent Restoration Of Approach Road To Diet Building By Way Of Construction Of Retaining Wall In Km 1St Rd 600-750, Boundary Wall In Km 1St Rd 700-800, 1200 Mm Hpc In Km 1St Rd 400-575 And Crated Retaining Wall In Km 1St Rd 50-100 Under
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Project Description
Tender for Permanent Restoration Of Approach Road To Diet Building By Way Of Construction Of Retaining Wall In Km 1St Rd 600-750, Boundary Wall In Km 1St Rd 700-800, 1200 Mm Hpc In Km 1St Rd 400-575 And Crated Retaining Wall In Km 1St Rd 50-100 Under Ut Capex Road Sector Of Capex Budget
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.1 All kinds of soil : |
| 2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary Rock |
| 3 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) |
| 4 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering All work upto plinth level (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size |
| 5 | Providing & laying cement concrete in retaining walls, return walls, Walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor 5- level, excluding the cost of centering, shuttering & finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Dry random rubble masonry with hard stone in foundation & plinth without bond stones. Nallah |
| 7 | Dumping stones filling behind R/wall including supply of stone in horizontal on level. |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming & watering, lead upto 50 m & lift upto 1.5 m. |
| 9 | Centering & shuttering including strutting, propping etc. & removal of form work for Foundations, footings, bases of columns etc. for mass concrete |
| 10 | Centering & shuttering including strutting, propping etc. & removal of form work for walls, (any thickness) including attached pilasters, buttresses, plinth & string courses etc. |
| 11 | Providing & laying 50 mm thick coping with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete. |
| 12 | 12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) |
| 13 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 14 | Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. 20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes 1200 mm dia. R.C.C. pipe (laying by manual/mechanicalmeans) |
| 15 | Hand packing stones in wire crates: stone available |
| 16 | Hand packing stones in wire crates: incl cost of stone |
| 17 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete 50 mm thick with 20mm nominal size stone aggregate. |
| 18 | Providing Crates made of Mesh type 10x12 (D=100 mm) Zn+10% Al alloy +PVCcoated. Mesh wire diameter 2.70/3.70 mm (ID/OD). |
| 19 | Carriage of Material by Mechnical Transport including loading, Unloading and stacking at site: i) Cement for an avg lead of 04 Km by MT |
| 20 | ii) Stone for an avg lead of 05 Km by MT |
| 21 | iii) Sand for an avg lead of 50 Km by MT |
| 22 | iv) Aggregate <40 mm for an avg lead of 30 Km by MT |
| 23 | v) Aggregate >40 mm for an avg lead of 30 Km by MT |
| 24 | vi) R.C.C pipes for an avg lead of 160 Km by MT Please Enable Macros to View BoQ information |
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