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| 1 | Providing and fixing 2 meter high MS sheet barricading with frame of angle iron 40 x 40 x 6mm every post to be welded with MS channel ISLC100 x 50 x 6.4 mm horizontal i/c making of hole in the channel for providing, embedding of 16mm dia round torque bars in the road as per drawing. |
| 2 | Demolishing cement concrete manually/ by mechanical means and disposal of material within 50m lead as per direction of Engineer-in-Charge. Nominal concrete 1:3:6 or richer mix.(i/c equivalent design mix) |
| 3 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre as per direction of Engineer-in-charge. |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. In cement mortar. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 6 | Providing leak proof rocka\"s in 150mm to 300mm dia running sewr line with earth filled in empty cement (PVC) bags including removal of the same after completion of the work. |
| 7 | Hire charges of pump set for pumping out watercapacity @ 4000 litres/houri/c cost of service of operating staff and supply of lubricanting oil complete as directed by Engineer in charge.(700+1%+15%+ GST +1%) |
| 8 | Desilting of open naala (based on bucket system) in running and under foul condition for depth not exceeding 1.5 mtr i/c removal of stone, brick bats, garbage, silt etc and staking the same on the bank of Naala ata distance upto 50mtr from the center of nalllah as per CPWD specification complete and lift up to 1.5 mtrCovered Nallah |
| 9 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 10 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineerin-charge. |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4coarse sand) |
| 12 | Construction of bundh with filled up earth in empty (PVC) cement bags (Excluding cost of earth which willbe available at site of work ) i/c stiching/stacking placing in position and removing the same etc i/c the cost of empty (PVC) cement bags complete |
| 13 | Providing orange colour sefety foot rest of minimum 6 mm thick plastic encapsulated as per IS :10910 on 12 mm dia steel bar conforming to IS :1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projectioins on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture\"s permanent identification mark to be visible even after fixing,including fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design: |
| 14 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls,floors with cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc.complete : For pipes 450mm diameter |
| 15 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works |
| 16 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 17 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 18 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) |
| 19 | 15 mm cement plaster on rough side of single or half brick wall of mix :1:4 (1 cement: 4 coarse sand) |
| 20 | Neat cement punning |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 23 | Centering and shuttering including strutting, propping etc. and removalof form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 24 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 25 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars |
| 27 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 28 | 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 and watering, lead upto 50 m and lift upto 1.5 m . |
| 29 | Carriage of material by mechanical transport including loading, unloading and stacking: Building rubbish upto 5kms. |
| 30 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. |
| 31 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete and as per specifications and direction of Engineer in charge(The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 32 | Carriage of material by mechanical transport including loading,unloading and stacking lead upto 5 km actual lead will be paid Manure or Sludge |
| 33 | Extra for laing brick work in or under foul position |
| 34 | Constructing masonry Chamber 90x90x100 cm inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) With common burnt clay FPS (non modular)bricks of class designation 7.5 |
| 35 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : 400 mm dia pipes |
| 36 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 400 mm dia Ductile Iron Class K-7 pipes |
| 37 | Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 400mm dia |
| 38 | Hiring of Hydraulic Excavator(3D) with driver and fuel i/e cost of services of operating staff cost of lubricating oil diesel/petrol kerosene oil etc. |
| 39 | Hiring and Running charges of Diesel Generator62.5 KVA |
| 40 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 41 | Providing /supplyingSS 304 slide gates Sluice gates shall conferm to ANSI/AWWA C-561, Gate shall be Manually operated using a bevel gear box SIZESluice gate size 2200/1600mm i/c GST 18% and freight charge @2% |
| 42 | Fixing of SS 304 Sluice Gate shall conform to ANSI/AWWA C-561 1410000 @ 20% Sluice gate size 2200x1600mm |
| 43 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 44 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
