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| 1 | (A) Construction of DropInletType Headwork. |
| 2 | Earth work in excavation in saturated Soil upto depth of 61 cm including pumping or bailing out water and disposing of excavated soil, lead upto 50 m and lift upto 1.5 m |
| 3 | Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete (including carriage of stone for 5 km lead). |
| 4 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone shingle 20 mm nominal size) excluding the cost of centring and shuttering in :a) Foundations and plinth |
| 5 | 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 |
| 6 | RCC works in foundations, footings,walls, base of columns etc and mass concrete excluding cost of centering shuttering a) For Foundation, footings, base of column etc and mass concrete (a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal |
| 7 | 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) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal |
| 8 | Reinforcement in RCC i/c bending binding and placing in position complete ( a ) Coldtwisted bars. |
| 9 | Centring and shuttering including strutting proping etc. and removal of form work for: ( a) Walls including attached buttresses, pilasters etc. |
| 10 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 11 | Neat cement punning. |
| 12 | Providing and laying boulder crated wall with boulders of size 150 to 300 mm including dumping (Laying in sausage wire of convenient size with hexagonal mesh wire netting including Laying and packing with small size boulders: carriage of boulder upto a lead of 50mtr and lift upto 1.5 mtr tying properly the wire mesh netting, cutting and tying the mounth by twisting each wire including earth work wherever necessary and the costof boulder and wire netting complete |
| 13 | Transportation charge of an Engineeringmaterial for Headwork |
| 14 | (B) Construction ofPre-Sedimentation Tank. |
| 15 | 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 upto1.50 m. |
| 16 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small sizeboulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge ofthe excavation and returning the stacked soil in 15 cmdeposited layers, when required, into plinth sides offoundation etc consolidating eachlayer by ramming and watering andthen disposing of all surplus soil as directed within a lead of 50m. |
| 17 | Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete (including carriage of stone for 5 km lead). |
| 18 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: ( a ) Foundation and plinth |
| 19 | RCC works in foundations, footings bases of columns etc. and concrete e/c cost of centering and shuttering and reinforcement in 1:1.5:3.(a) Foundation |
| 20 | 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) 1 : 1.5 : 3 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal |
| 21 | Reinforcement of R.C.C works including bending, binding and placing in positioncomplete.(a) Mild steel and medium tensile steel bars |
| 22 | Centring and shuttering including strutting proping etc. and removal of form work for:a) Foundations and plinth. |
| 23 | (b) -do- Walls including attached buttresses, pilasters etc. |
| 24 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 25 | Neat cement punning. |
| 26 | Making plinth protection 50 mm thick of cement concrete 1 : 3: 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and qrouted with fine sand including finsihing the top smooth. |
| 27 | Providing and fixing 2.40m high, Chain link fencing with 3.00m MS Angle Iron Post of size 65 x 65 x 6 mm with 0.60 m height bentup with 45° Angle at top placed at 2.50 m apart embeded in 0.30 x 0.30 x 0.60min CC (1:3:6) with 1.8 m hieght chain link fencing and four lines barbed wire at top. |
| 28 | Transportation charge of an engineeringmaterial for Pre-sedimentation |
| 29 | ( C ) Construction of Clear Water Reservoir (1.8 MLD). |
| 30 | 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. |
| 31 | 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 as directed, within a lead of50 m.(a) Ordinary Rock |
| 32 | (b) -do-Hard Rock requiring chiselling (where blasting is probihited) |
| 33 | Dry stone pitching 22.50 cm thick including supply of stone and preparing of surface complete ( including carriage of stone by mechanical means for a lead of 5 km) |
| 34 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth |
| 35 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :(a) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 36 | 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) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 37 | 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 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 38 | Centering and shuttering including strutting, propping etc and removal of form work for : (a) Foundation, Footings, bases of columns etc and mass concrete |
| 39 | b) -do-Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 40 | c)-do- Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 41 | Extra for shuttering in circular work.(a) Foundation, Footings, bases of columns etc and mass concrete |
| 42 | Extra for shuttering in circular work.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 43 | Extra for shuttering in circular work.Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 44 | Reinforcement of RCC work including bending, binding and placing in position complete.( a ) Cold twisted bars. |
| 45 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 46 | Extra for plastering on circular work |
| 47 | Neat cement punning. |
| 48 | Making plinth protection 50 mm thick of cement concrete 1 : 3: 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and qrouted with fine sand including finsihing the top smooth. |
| 49 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete. |
| 50 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 51 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 52 | Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers. |
| 53 | Transportation charge of an engineeringmaterial forClear Water Reservoir |
| 54 | ( D ) Construction of Wire Rope Suspension Bridge. |
| 55 | Earthwork in excavation over areas (exceeding 30 cm in depth, 1.50 m in width as well as10 Sq.m. on plan) including disposal of surplus excavated earth lead upto 50 m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed.( a ) Hard soil |
| 56 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small sizeboulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge ofthe excavation and returning the stacked soil in 15 cmdeposited layers, when required, into plinth sides offoundation etc consolidating eachlayer by ramming and watering andthen disposing of all surplus soil as directed within a lead of 50m. |
| 57 | Dry stone pitching 22.50 cm thick including supply of stone and preparing surface complete (including carriage of stone for 5 km lead). |
| 58 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth |
| 59 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal |
| 60 | RCC work in columns, Pillars, piers, abutments, post and struts etc uptofloor two level includingfinishing and plastering the exposed surface with cement mortar wal 1:3 ( 1 cement : 3 sand ) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. ( a )1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 61 | Centring and shuttering including strutting proping etc. and removal of form work for (a) Foundation, footings, bases of columns etc. and mass concrete. |
| 62 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 63 | Neat cement punning. |
| 64 | Providing MS reinforcement for RCC works includingbending, binding & placing in position complete. (a) Tower Block, Anchor Block and Wind Tie block |
| 65 | Providing and Fixinghigh tensile strength galvanised steel wire ropes as per IS 2266/02 (a) 25 mm dia wire rope for main cable |
| 66 | (b)-do- 16 mm dia for Deck cable |
| 67 | ( c)- do- 10 mm dia for suspenders |
| 68 | Supplying of U bolt (a) 25 mm wire rope for main cable |
| 69 | (b)-do- 16 mm dia for Deck cable |
| 70 | ( c)- do- 10 mm dia for suspenders |
| 71 | Supplying of anchor bolts 16 mm dia for main cable. |
| 72 | Supplying of anchor bolts 12 mm dia for deck cable. |
| 73 | Supplying of best quality turn buckle (a) 25 mm dia wire rope for main cable |
| 74 | b) -do- 16 mm dia for Deck cable |
| 75 | Providing and Supplyof Main pulley made of specially casted mild steel with frame 40 mm dia |
| 76 | Fabrication,Supplying ,fitting and fixing of MS tower made of MS anglesplates, Flats etc as per specifications |
| 77 | Steel work in single section including cutting, hoisting, fixing in position & applying in priming coat of Red lead paint |
| 78 | Supplying of MS\" I\" bolts as per specifications. |
| 79 | Supplying of best quality suspenders clamps. |
| 80 | Supplying of MS/GI hooks with bolts etc |
| 81 | Erection of Suspension bridges all complete |
| 82 | Transportaion of Engineering materials for Wire suspension bridge |
