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| 1 | I .Restoration of Stone Fortification Wall at Thembang |
| 2 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavb) Hard Soil |
| 3 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 4 | Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6(1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement :6 coarse sand : 12 stone aggregate 20 mm nominal size) at plinth level. |
| 5 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification a) Granular material |
| 6 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 7 | Providing and laying stone dressed manually and made flat and desired shaped of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. using stone chisels and hammer through stone carving by the traditional stone workersall complete as per the direction of Engineer-in-charge. |
| 8 | Add carriage |
| 9 | II.Renovation of Footpaths at Thembang Fort |
| 10 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 11 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 12 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 13 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 14 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 15 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 16 | Providing and laying 60mm thick stone dressed manually and made flat and desired shaped of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. using stone chisels and hammer through stone carving by the traditional stone workersall complete as per the direction of Engineer-in-charge. |
| 17 | Providing and fixing Wooden Railing around the proposed site by the local carpenters using the best quality local wood .a) 60 mm Sized Wood. |
| 18 | a) 20 mm Sized Wood |
| 19 | Carriage of Metarial |
| 20 | III.Master Septic Tank |
| 21 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 22 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 23 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 24 | Centring and shuttering including strutting proping etc. and removal of form work for:b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 25 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 26 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel |
| 27 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : a) M20 (1 cement:1.5 coarse sand:3 stone aggregate 20 mm nominal size). |
| 28 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in: a) M20 (1 cement:1.5 coarse sand:3 stone aggregate 20 mm nominal size) |
| 29 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 30 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).cement slurry mixed |
| 31 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. |
| 32 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 33 | Carriage Cost |
| 34 | IV Stone Concrete Drain for 10m. |
| 35 | Excavation for Structures: (Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides , Marshy Soil upto 3 m depth by manual means. |
| 36 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 37 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 |
| 38 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer Height upto 5m |
| 39 | Centring and shuttering including strutting proping etc. and removal of formwork for: b) Walls including attached buttresses, pilasters etc. |
| 40 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). Sqm 86.20 |
| 41 | Providing and laying 60mm thick stone dressed manually and made flat and desired shaped of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. using stone chisels and hammer through stone carving by the traditional stone workersall complete as per the direction of Engineer-in-charge. |
| 42 | Add Carriage Charge |
| 43 | V.Restoration of 1 (One) Ruined House at Thembang |
| 44 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, intoplinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50 m. |
| 45 | Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 46 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 47 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 48 | Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete. |
| 49 | Providing and laying Coursed rubble masonryin foundations and walls wth clay & cement mortar 1 : 6 (1 cement : 6 fine sand) with hard thick stone dressed manually and made flat and desired shaped of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. using stone chisels and hammer through stone carving by the traditional stone workersall complete as per the direction of Engineer-in-charge. |
| 50 | Providing and fixing Wooden Railing around the proposed site by the local carpenters using the best quality local wood .a) 60 mm Sized Wood. |
| 51 | a) 20 mm Sized Wood |
| 52 | Carriage of Material |
