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| 1 | SH :-Construction of Convention Hall (RCC Framed Structure only up to + 6.30 Lvl.) |
| 2 | Excavation in Hill Area in Soil by Mechanical Means Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres. |
| 3 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring BlastingExcavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. |
| 4 | 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 excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 5 | a) Ordinary Soil |
| 6 | a) Hard Soil |
| 7 | Extra for every additional lift of 1.50 m or part thereof for earth work in all soils including shingles, small size boulders upto 30 cm size but excluding saturated soil and rock. |
| 8 | 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 |
| 9 | Walls including attached buttresses, pilasters and their caps and bases and string courses etc.up to floor two level. |
| 10 | Centring and shuttering including strutting proping etc. and removal of form work for:Walls including attached buttresses, pilasters etc. |
| 11 | 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). |
| 12 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to 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 exluding cost of centring, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 13 | Reinforced cement concrete work in lintels, beams and bresumers up to 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 centering, shuttering and reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 14 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 15 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 16 | b) Column, pillars, posts and struts etc. |
| 17 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 18 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel |
| 19 | Retaining Wall 6.00 Mtr height - 40.00 Mtr |
| 20 | 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 and bottom and backfilling with approved material.)A. Manual Meansi) upto 3 m depth (without de-watering) |
| 21 | i) Ordinary Soil |
| 22 | ii) Ordinary Rock (not requiring blasting) |
| 23 | 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. |
| 24 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.a) Square Rubble Coursed Rubble Masonry (first sort) |
| 25 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 26 | 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 |
