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| 1 | (SH:- CC Hard Crust) |
| 2 | Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m. |
| 3 | PCC 1:3:6 in FoundationPlain 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. |
| 4 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 5 | Centring and shuttering including strutting proping etc. and removal of form work for:Foundations and plinth. |
| 6 | Filler jointProviding and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight |
| 7 | (SH:- RRM Protection Wall - 2.50 mtr. Height & 70.50 m Length) |
| 8 | 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 (without de-watering)I) Ordinary soilA)Manual Meansi) upto 3 m depth |
| 9 | PCC 1:3:6 in Foundation & Parapet (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.) |
| 10 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry |
| 11 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material |
| 12 | 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 |
| 13 | (SH:- RRM Protection Wall - 3.00 mtr. Height & 39.00 m Length) |
| 14 | 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 (without de-watering)I) Ordinary soilA)Manual Meansi) upto 3 m depth |
| 15 | PCC 1:3:6 in Foundation & Parapet (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.) |
| 16 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry |
| 17 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material |
| 18 | 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 |
| 19 | (SH:- RRM Protection Wall - 4.00 mtr. Height & 100.90 m Length) |
| 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.)I) Ordinary soilA)Manual Meansi) upto 3 m depth |
| 21 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 22 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry |
| 23 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material |
| 24 | 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 |
| 25 | (SH:- RRM Protection Wall - 6.00 mtr. Height & 74.80 m Length) |
| 26 | 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.)I) Ordinary soilA)Manual Meansi) upto 3 m depth |
| 27 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 28 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical SpecificationRandom Rubble Masonry |
| 29 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material |
| 30 | 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 |
| 31 | ( SH:- CC Parking ) |
| 32 | Excavation for StructuresEarth 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 (without de-watering) ( I )Ordinary soil ( A ) Manual Means (i) Depth upto 3 m. |
| 33 | PCC 1:3:6 in FoundationPlain 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. |
| 34 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 35 | (SH :- Boundary wall of length 330.00mtr ) |
| 36 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars. |
| 37 | Centring and shuttering including strutting, propping etc and removal of form work for :i) Lintels, beams, girders, bressumers & cantilevers etc. |
| 38 | ii) Column, pillars, posts and struts etc. |
| 39 | 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). |
| 40 | Reinforced cement concrete work in lintels, beams & bressumers upto floor two level i/c finishing & plastering the exposed surface with cement mortar 1:3 (1 cement : 3 Fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding cost of centering , shuttering & reinforcement.a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 41 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1cement : coarse sand) in foundation and plinth. |
| 42 | Extra for half brick masonry in superstructure above plinth level up to floor two level. |
| 43 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. |
| 44 | Providing and fixing of concertina wire fence 450mm dia of thickness 2.5mm on 4 rows of RBT wire 2.5mm thick with all accessories. |
| 45 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 46 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 47 | White washing with lime on new work (two or more coats) to give an even shade. |
| 48 | (SH :- Cattle Bridge ) |
| 49 | Excavation for StructuresEarth 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 (without de-watering)A) Manual Means1) Depth upto 3 m |
| 50 | PCC 1:3:6 in FoundationPlain 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. |
| 51 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC grade M20 |
| 52 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b) In Tees,Angles and Channels. |
| 53 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 54 | Neat cement punning. |
| 55 | (SH :-CC Open Drain ) |
| 56 | Excavation for StructuresEarth 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 (without de-watering)A) Manual Meansi) Depth upto 3 m |
| 57 | PCC 1:3:6 in FoundationPlain 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. |
| 58 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC grade M20 |
| 59 | 15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall. |
| 60 | Neat cement punning. |
| 61 | ( SH :- Fire Fighting ) |
| 62 | Supply and cartage of 9 Kg capacity ABC Type Fire Extinguisher |
| 63 | Supply and cartage of 22.50Kg Capacity CO2 Type Fire Extinguisher with trolley |
| 64 | Supply and cartage of 49 Ltr. Capacity AFFF Type Fire Extinguisher with trolley |
| 65 | Fire Sand Bucket with stand ( set of 4 bucket ) |
| 66 | Wind Sock with stand |
| 67 | ( SH :- Lighting ) |
| 68 | Supply and installation of Helipad Lighting Perimeter Light ( FATO/TLOF LIGHT) |
| 69 | Providing and laying of Cable (6mm Copper) including trenching and refilling complete. Please Enable Macros to View BoQ information |
