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| 1 | 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. |
| 2 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 4 | Excavating trenchs of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and dispoing of surplus excavated soil as directed, within a lead of 50 m: 2.10.1 All kind of soil |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disosal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed :All kinds of soil. |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excation/banking excavted or stacked materials :2.26.1 All kinds of soil. |
| 7 | 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 up to 50 m and lift upto 1.5 m. |
| 8 | Providing and fixing 2.0 m high corrugated GI sheet barricading with safeda ballies of 100 mm dia 2.8 m highlong post30 cm girth (min)CGI sheet and every 12th post to be strutted with ballies and fixing etc i/c excavating holes of size 0.3x0.3x0.8 m, getting out the excavated soil and then returning the soil i/c consolidating by ramming and watering etc.disposal of surplus excavated earthas directed within a lead of 50 m lift up to 1.5 m and paintingbrightred & white paintin vertical strips 0.3 m wide and 1.25 m apart center to center as per drawing as directed by Engineer-in-Charge. |
| 9 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content asper approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, havingcontinuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. All works up to Plinth level. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level.: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 11 | Centring and shuttering including strutting, propping etc. and removal form for :5.9.1 Foundations, footings, bases of columns etc. for mass concrete. |
| 12 | Suspended flooors, roofs, landing, balconies and access platform. |
| 13 | Centring and shuttering including strutting, propping etc. and removal form for columns, piers,abitments, pillers, posts and struts. |
| 14 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1.5:3 (1cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 15 | Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level 5.22.6 Thermo-mechanical treated bars. |
| 16 | Brick work with common brunt clay F.P.S.(Non-Modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4(1cement :4 coarse sand) |
| 17 | 12 mm cement plaster of mix: 1:4 (1 cement :4 coarse sand). |
| 18 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 coarse sand). |
| 19 | Neat cement punning |
| 20 | Supplying and stacking at site precast concretemanholewith steel fibre of IS marked confirming toI.S.12592 part-I of EHD - 35 with matching frame of class E.H.D.– 35 I.S.12592 part –II, with 875 mm external dia and clear 560 mm internal dia. |
| 21 | Fixing of SFRC manhole cover and frame, 560 mm dia HD-20/EHD-35. |
| 22 | Providing, Supplying, Installation at site ISI mark Ductile Iron sluice valve of PN .0 with EPDM rubber gaskets, rubber sheet and MS nuts as per requirements, field testing and commissioning complete as per specification, including all cost of material, providing flange joints 2 Nos, labor required, transportation upto site, loading, unloading & stacking etc. complete as per IS 14846 specifications or as directed by Engineer-in-charge. a)350 mm |
| 23 | Providing IVC Brand Ductile Iron double flanged manaully gear operated sluice valve generally confirming to IS 14846 having body, door, dome, gland in graded ductile iron to IS 1865 Gr 400/15, four phases and spindle nut of gun metal to IS 318 Gr. LTB 2, inside screw, non-rising stainless steel AISI 410 spindle valve suitable for a maximum pressure of 10kg/cm2 (seat test) and body tested to 15kg/cm2. 800(SGB) / PN 1.0 |
| 24 | 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) :for 300 mm |
| 25 | 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) :for 150 mm |
| 26 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) :18.59.3) 100 mm dia |
| 27 | Fixing in position C.I. Sluice Valve and providing flanged joints (2 Nos) with bolts Nuts,rubber Incertions etc all complete including testing of joints (f) 800mm dia |
| 28 | Providing orange colour safety 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 projections 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 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stoen aggregate 20 mm nominal size) complete as per design. |
| 29 | Filling ofwaterintowater mainfortesting to thespecifiedheadwaterto bearrangedby sinkingoftube welland pumpingout theundergroundwaterandfillingthesameintothewater main.I/cinstallation ofpumps ofsufficientcapacity andhead providing and fixingdelivery andsuctionpipes etc.allcompleteand as directedbyengineer in charge.:800 mm dia water main |
| 30 | Filling ofwaterintowater mainfortesting to thespecifiedheadwaterto bearrangedby sinkingoftube welland pumpingout theundergroundwaterandfillingthesameintothewater main.I/cinstallation ofpumps ofsufficientcapacity andhead providing and fixingdelivery andsuctionpipes etc.allcompleteand as directedbyengineer in charge.:300 mm dia water main |
| 31 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :350 mm dia Ductile Iron Class K-7 pipes |
| 32 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :800 mm dia Ductile Iron Class K-7 pipes |
| 33 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :150 mm dia Ductile Iron Class K-7 pipes |
| 34 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :300 mm dia Ductile Iron Class K-7 pipes |
| 35 | Providing and laying 800 mm dia DI flanged pipe |
| 36 | Providing and laying 300 mm dia DI flanged pipe confirming to IS 8329 |
| 37 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : Above 600 mm dia |
| 38 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : Upto 600 mm dia |
| 39 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :350 mm dia pipes |
| 40 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :800 mm dia pipes |
| 41 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :150 mm dia pipes |
| 42 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :300 mm dia pipes |
| 43 | Providing flanged joints to double flanged CI/DI pipes and specials 800 mm dia |
| 44 | Providing flanged joints to double flanged CI/DI pipes and specials 300 mm dia |
| 45 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 46 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal or unserviceable material within 50 metres lead as per direction of Engineer in charge. (15.7.4In cement mortar.) |
| 47 | Demolishing R.C.C. work manually/ by mechanical means includingi stacking of steel bars and disposal of unserviceable material within 50 metres leadas per direction of Engineer in charge. |
| 48 | Providing and laying in position cement concrete of specified grade excluding the cost of centering ans shuttering- All work up to plinth lever : 1:4:8 (1 Cement : 4 coarse sand “8 graded stone aggregate 40 mm nominal size) |
| 49 | Construction of bundh with filled up earth in empty (PVC) cement bags (excluding the cost of earth which will be avilable at site of work) including stiching/stacking placing in position and removing the same etc. including the cost of empty (PVC) cement bags complete |
| 50 | Pumping out water by providing pumpset @ 4000 liters per hour capacity for working period of 8 hour per day i/c cost of labour, fuel and watch & ward etc. complete as per direction by Engineer-in-Charge. |
| 51 | 20.1 Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.6 1000 mm dia piles |
| 52 | CARRIAGE OF MATERIALS1.1By Mechanical Transport including loading,unloading and st acking1.1.2 Earth upto 10 Km |
| 53 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work up to plinth level : 1:2:4 ()1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 54 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforce cement concrete work , including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement, including cost of admixtures in recommended proportion and per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works upto plinth lever. |
| 55 | Structural steel work riveted, bolted or welded in built up sections, strussed and framed work, including cutting, hoisting, fixing in position and applying a priming coast of approved steel primer all complete. |
| 56 | Painting with synthetic enamel paint of approved brand and manufactured give and even shade : Two or more coasts on new work |
| 57 | Brick work with common burnt clay FPS (noin modular) bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 58 | Filling available excavate earth (Excluding rock) in trenches, plinth, sides of foundations etc. In layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up 1.5m. |
| 59 | Providing M30 Grade concrete instead or M25 grade RMC ( NOTE :- Cement content considered in M30 Grade @ 340kg/kg/cum) |
