Tender For Work Of Oht 450Kl, Pump House, Rising Main, Tube Well And Boundary Wall All Complete In 1200 Ews Flats Campus, Pratap Viahr, Ghaziabad. - Pump house No. 1Earth 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. for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.DSR, 2.8.1 2 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm norminal size derived from natural sources) 3 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) 4 20 mm thick D.P.C.with cement and approved coarse sand 1:2 including 5% water proofing material or in proportion as specied by the manufactures including supply of all material, labour T & P etc. required for proper completion of work. 124 5 (5a) 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: 6.4.1 Cement mortar 1:4 (1 cement: 4 coarse sand) 6 (5b) Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design.. 6.4.1+6.6 7 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.. DSR 10.31 8 Fixing of hold fast of doors and windows chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc.required in all respect to complete the work. 9 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg/cum.DSR23 5.33 10 Same as item no.8 but in slab of pump house 11 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1Mild steel and Medium Tensile steel bars kg 12 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top/centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) 13 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR23 5.22.6 14 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR2313.4.1 15 6 mm cement plaster of mix :R 2313.16.1 16 Supply and fixing of 22 mm wide and 3 mm thick glass strips in panels including supply of all material, labour T & P etc, required for proper completion of works 17 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR 11.3.1 18 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 13.48.2 19 White washing with lime to give an even shade :13.37.1 New work (three or more coats) 20 EXTERIOR FINISHINGFinishing walls with water proofing cement paint of required shade:13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) . 13.44.1 21 Supply and top of Ginter at 22510m ver the pump house including its painting with pproved quality paint and also one priming coat. 22 Sand filling in plinth in pump house and chloronating room including supply of all material, labour T&P etc required for proper compretion of work. 23 Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material, labour T & P etc. required for proper completion of work 24 Supply cutting and dressing with size and fixing V-Nolch of size 90 x90 cm in the by pass chamber as per direction of Ell including supply of all material, labour T & P etc required for proper completion of work. 25 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10 DSR 23 12.16.1 26 Supply & Fix 100 mm dia P.V.C. down pipes complete with rose & bend and gratings with M.S. clamps 25 X 3 mm fixed on walls & supply of 150 mm long, 6 mm dia nails complete. 27 Construction of R.C.C.1:1.50:3 manhole cover 70x70 cm for opening in roof slab and fixing it at opening including supply of all material, labour T&P etc. complete. 28 Making openig in walls of size 30x30 cm and fixing of R.C.C. jalies and plastering the same including supply of all material, labour T&P etc. complete. 29 Earth filling in plinth including cartage5km. up to site of work complete 1.1.2+2.3.1 30 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg): With common burnt clay F.P.S. (non modular) bricks of class designation 7.519.7.3.1 31 Pump house No. 2 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. for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.DSR, 2.8.1 32 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm norminal size derived from natural sources) 33 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) 34 20 mm thick D.P.C.with cement and approved coarse sand 1:2 including 5% water proofing material or in proportion as specied by the manufactures including supply of all material, labour T & P etc. required for proper completion of work. 124 35 (5a) 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: 6.4.1 Cement mortar 1:4 (1 cement: 4 coarse sand) 36 (5b) Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. ties 300 mm long of 25x3 mm section at not less than 3 ties per sqm as per approved design.. 6.4.1+6.6 37 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.. DSR 10.31 38 Fixing of hold fast of doors and windows chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc.required in all respect to complete the work. 39 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg/cum.DSR23 5.33 40 Same as item no.8 but in slab of pump house 41 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.1Mild steel and Medium Tensile steel bars kg 42 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top/centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, priming coat of approved steel primer, but excluding the cost of other fittings,glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) 43 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR23 5.22.6 44 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR2313.4.1 45 6 mm cement plaster of mix :R 2313.16.1 46 Supply and fixing of 22 mm wide and 3 mm thick glass strips in panels including supply of all material, labour T & P etc, required for proper completion of works 47 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR 11.3.1 48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 13.48.2 49 White washing with lime to give an even shade :13.37.1 New work (three or more coats) 50 EXTERIOR FINISHINGFinishing walls with water proofing cement paint of required shade:13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) . 13.44.1 51 Supply and top of Ginter at 22510m ver the pump house including its painting with pproved quality paint and also one priming coat. 52 Sand filling in plinth in pump house and chloronating room including supply of all material, labour T&P etc required for proper compretion of work. 53 Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material, labour T & P etc. required for proper completion of work 54 Supply cutting and dressing with size and fixing V-Nolch of size 90 x90 cm in the by pass chamber as per direction of Ell including supply of all material, labour T & P etc required for proper completion of work. 55 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10 DSR 23 12.16.1 56 Supply & Fix 100 mm dia P.V.C. down pipes complete with rose & bend and gratings with M.S. clamps 25 X 3 mm fixed on walls & supply of 150 mm long, 6 mm dia nails complete. 57 Construction of R.C.C.1:1.50:3 manhole cover 70x70 cm for opening in roof slab and fixing it at opening including supply of all material, labour T&P etc. complete. 58 Making openig in walls of size 30x30 cm and fixing of R.C.C. jalies and plastering the same including supply of all material, labour T&P etc. complete. 59 Earth filling in plinth including cartage5km. up to site of work complete 1.1.2+2.3.1 60 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg): With common burnt clay F.P.S. (non modular) bricks of class designation 7.519.7.3.1 61 Rising MainSupply of the following sizes of D.I. pipes Class K-9 conforming to latest I.S. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance. 62 Supply of D.I. S/S or flanged Specials conforming to I.S. 8329/2000 Suitable for above C.I.S/S pipe F.O.R destination including all Taxes and insurance.10% of item no. 1 63 Supply of the following sizes of C.I. Double flanged sluice valves as per I.S. 780/1969 class-1 working pressure 10kg/Sqcm F.O.R Destination including all taxes and Insurance. 125mm dia 64 Excavation for pipe line work in soil mixed with moorum.kankar & shingle etc Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches. 125mm dia K-9 65 Carting from the store (up to 8 Km.) The following sizes of D.I. double pipe k-9 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints. 125mm dia K-9 66 Carting of D/F Sluice valves of following sizes to the site of works lowering them into already prepared trenches and fixing them In position including supply of jointing materials such as bolt nut, rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete excluding values and specials required but including the testing etc. complete. 125 mm dia 67 Supply of all materials, labour T&P etc. required and construct masonry type sluice valves chamber as per type design including supply and materials labour, T&P etc. complete. 68 R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:2:4 in thrust blocks of pipe line excluding supply of reinforcement & its bending but including its fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work. 69 Mild steel or iron work in R.C.C. wrought to required shape as necessary including bending for proper completion of the work including supply of steel & wastage etc.( 1.5% of Item No.-9) 70 Construction of OHTSupply of all materials labour T&P etc.compete and construction of R.C.C. Over Head Tank of 450 KL/20 m capacity with main components, including cost of soil testing including cost of inlet pipe.(i) All the components of OHT will be casted from concrete of grade as per design with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 (ii) Minimum depth of foundation below original ground level will be 2.0 M (iii) Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure (this area is in seismic Zone III and high damage risk zone for wind). (iv) The above cast of OHT has been asumed that, the bearing capacity of Soil has been taken as 8 M.T. sqm (v) Provide 1M wide M20 RCC staircase from ground lavel to balcony. (vi) M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S.bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75x75cm and 10cm thick) projecting from top ring beam and one alluminium ladder inside the tank body (from manhole in top dome to bottom dome) (vii) Provide 1M wide M20 RCC balcony around the tank at the junction point of vertical wall and conical wall. (viii) Proper R.C.C. railing and 20mm dia medium class G.l.pipe (in 3 rows) on both sides of stair case, around the balcony, at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I.Pipes will be supported on RCC. posts made of 50x50x6mm M.S. angle section,spaced at intervals not more than 1.5m. (ix) Proper ventilator at top dome in circular shape of 1.2 m dia, along with an R.C.C. cover of minimum 1.50m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality alongwith expanded metaled jali. (x) Water level indicator fabricated with good quality minimum 45mm x 45mm x 6mm M.S.angle and 3mm thick 6mm flat M.S.sheet. The indicator board scale made of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good Asian paint.It should also consists of 3mm brass wire rope minimum 4 smooth pulleys about 8 cm dia with guides, 15cm dia copper ball float which shall be completely wate tight suitable pointer of brass etc. (xi) Lightening conductor as per I.S.S.2309 of its latest amendments of latest electricity rules.lt should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of propr size prescribed by ISS 2309-1969 and ISS 3013-1966 (xii) C.I. manhole of min 60x60cm size made of M.S.channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking aarrangement. This manhole should be fixe at top dome at proper place. (xiii) (A) Supply, fixing, jointing of following size of A) C.I.D/F Pipes with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet,outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and exeavation in all types of soil. Separate outlet pipes provided for every Gram Panchayat as given below:-Intlet 125mm-2 Nos, Outlet 300mm-1 No. Over flow 300mm-1 No, Wash out 100mm-1 No(xiv) Supply and Fixing of Following size manually operated valves with hand wheels as per ISS 700/1969 or its latest amendments class A working pressure 10 Kg/cm2 Including cartage from its store to the site of work, lowering them into trenches, fixing in position and testing etc complete. (A) 1 no 300 mm dia KBL made Cast iron sluice valve in outlet pipe. (B) 2 no. Bulterfly valve in inlet pipes 125 mm dia (C) 1 nos. 100 mm C.I. D/F Sluice Valve in wash out pipe. (xv) Construction of bed blocks in 1:2:4 PCC with cement.coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.(xvi) Construction of sluice valve chamber for above sluice valve/Butterfly valve as per departmental type design and drawing including supply of all labour T&P complete. (xvii) Construction of washout / overflow chamber as per departmental type design and drawing. (xviii) Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. (450.00 X 1000) 71 Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 or as latest / relevant specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches.laying of pipe line etc.complete. 72 Cost for testing of bearing capacity of soil for various sites for proposed water works. 73 Boundary wall gate and campus, pump, OHTEarthwork in Foundation in ordinary soil (loam, clay or sand) including lift upto 1.50m and lead upto 30m. and including filling watering and ramming of excavated earth into the trenches or into space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in- charge upto a distance of 30m from the foundation trenches and disposal upto 1/2 Km distance as directed by E/I. DSR 2.6.1 (Rs 177.50) 74 Concrete with 4cm guage stone ballast coarse sand of 2.20 FM and cement in proportion of 8:4:1 including supply of all materials , labour , T&P etc. required for proper completion of the work. DSR 4.1.8 (Rs 6812.00) 75 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in from GL to plinth level in: Cement mortar 1:6 (1 cement : 6 coarse sand) .S.I.NO-6.31.1 /D.S.R-2023/(7032.05X0.735X111/107)=6866.67 76 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.S.I.NO-4.1.3 of D.S.R.-2023 (7878.50 x0.735x111/107)=6007.17 77 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level in: Cement mortar 1:4 (1 cement : 4 coarse sand) .S.I.NO-6.32.1 /D.S.R-2023/(9333.45X0.735X111/107) =7116.53 78 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)DSR2313.4.1(357.35 x0.735x111/107)=272.47 79 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg/cum.DSR23 5.33(9504.75 x0.735x111/107)=7247.15 80 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.DSR23 5.22.6 (107.10 x0.735x111/107)=81.66 81 Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) over and i/c priming coat of exterior primer applied @ 2.20kg/10 sqm. . 13.45.1 (223.60 x0.735x111/107)=170.49 82 Earth work in cutting or in embankement in ordinary soil , excavation to be done from regular pits not exceeding 0.50 in depth and embankement to be done in 20 cm layer including ramming and dressing the surface to required levels and slopes and also including 1.50 m lifts and 30 m lead . the earth from cutting to be used in making embankement or to be deposited as spoil banks within 0.50 m distance as directed by Engineer-in charge including cartage 5.0 km from site. S.I.NO-254 (a)/P.W.D-S.O.R-2022 +231(a)-235(a)= (100+230.10-35)= 295.10 83 Mechanical compaction of earth up to 95% S.I.NO- 260/P.W.D-S.O.R-2022 84 Construction of granular sub-base grade -1 by providing close graded material, spreading in uniform layers withmotor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 85 Supply and Fixing of 80 mm. thick I shaped mechanically compressed cement grey / ordinary red interlocking cement concrete paver blocks manufactured by high pressure and control vibration machine having plan dimension 200 x (160+120mm ) with minimum 5mm. thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less then 30 Mpa (M-30) including cost of material, labour, T&P etc. required for proper completion of the work as directedby Engineer-in-Charge. but excluding UPTT which shall be paid extra as per rules.SI-20.37 (New Item)(i) Red colour (High quality pigment / lanxess, 86 Steel work welded in built up section/framed work,i/c cutting,hosting,fixing in position and applying a priming coat of approved steal primer using structural steel etc. as required. In gratings frames, guard bar, ladder,railing,brackets,gates and similar work.DSR23 10.25.2(172.60 x0.735x111/107)=131.60 87 RAIN WATER HARVESTING(1A) WATER TAPING ARRANGEMENT FROM ROOFSupply of pipes including railway freight and cartageup to store including all taxes and duties(a) PVC pipes 110x 6 kg/cm2 88 (1B) PVC specials 5% of item no. 1 89 (2001) Excavation in pipe line trenches in ordinary soil (loam, clay or sand) including lift up to 1.50 m & lead up to 50 2 m.refilling, watering and ramming of evcavated earth into the trenches and disposal of surplus earth up to the distance of 150 m from the center of the foundation trenches. 90 (2043) Carting, laying and jointing of the 110 mm size PVC pipe including lowering them into the trenches including the cost of all jointing material such as clamps etc..labour T & Petc. complete. 91 fixing down pipe 110 mm dia pipe excluding cost of pipe but including cost of laying and jointing material such as MS clamps etc. 92 Construction of brick masonary collection chambers45x45x60 cm. 93 Site clearance and other unforeseen items 94 GROUND WATER RECHARGING UNITSupply of Perforated pipes 110 mm dia x 6 kg/cm2 and end cap including and cartage up to store including all taxes and dulies 95 Making bore hole 200 mm dia by casing method in all type of soll as per drawing induding supply of all material and T&P etc.and cartage up to store including all taxes and duties 96 Lowering the perforated PVC pipes in bore hole Including supply of all material and T & P etc. and cartage up to store including all taxes and duties and supply and pouring of pebbles 15 to 20 mm size between bore hole and pipe complete. 97 (1001) Excavation in foundation in ordinary soil(loam,clay or sand) including lift up to 1.50 m& lead up to 50 m.refilling watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50 mfrom the center of the foundation treiches. 98 (1001+1006) Same as item no. 4 above but in depth 1.5 m to 3.0 m in depth 99 (1009) Concrete with 40 mm gauge brick ballast, local sand and cement in proportion in 12:6:1 in foundation including supply of all material, labour T & P etc. required for proper completion of work. 100 (1029) Ist Class brick work in 1:6 cement and local mortar in foundation and plinth including supply of all material, labour T&P etc. required for proper completion of work 101 1025) R.C.C. work with cement, coarse sand and 20mm gauge approved stone ballast In proportion of 1:1.5:3 in slabs excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire and the cost of binding wire and including necessary centering and shuttering supply of all material, labour T & P etc. required for proper completion of work. 102 1151) MS or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and its wastage. 103 (1149)M.S grill made of angle iron frame with square bars with locking arrangement including supply of all material, labour T&P etc required for proper completion of work 104 Supply and filling of following size of pebbles including supply of all material, labour T & Petc. required for proper completion of work.A) 25mm to 50mm 105 B) 15mm to 25 mm 106 C) 6mm to 15mm 107 D) Out side long walls (15mm to 25 mm) 108 E) Out side short walls (15mm to 25 mm) 109 Supply and filling of coarse sand including supply of all material, labour T&P etc.required for proper completion of work. 110 (1232 & 1233) Painting or varnishing new work or new wood work in small areas with one priming coat and two coat of approved quality paint or vamish including supply of all material, labour T&P etc. required for proper completion of work. 111 Site clearance and other unforeseen items 112 Tube well no. 1Drilling of borehole for Tubewell contruction by RC Rig Machine inchiding transportation, erection, dismantling of Rig and assolated T&P complete in all respect including required all material, labour etc.1.1 Transportation Erection and Dismantling of Rig Machine 113 1.2- Drilling of 550mm size bore from GL to 72m BGL 114 1.3- Drilling of 450mm size bare from (i) 72M BGL to 100MBGL 115 (ii) 100 M BGL to 150MBGL 116 1.4 - Zone testing in water Quality problem areas including all required materials labour and T&Petc Complete in all respect 117 1.5- Cement ceding works of contaminated equifers/zones including all required malenals, labour and T&Petc. Complete in all respect 118 1.6 Supply & Lowening of 90 mm dia UPVC gravel feed pipe 119 Tubewell AssemblyM.S tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) ings, well cap, bail plug, clamp, reducer, central guide, support struister etc. As required & as per typed design complete in all respect2.1- 200 Da MS EHW Housing casing pipe having will thickness of 7.1mm. 120 2.2- 150m Dia MS ERW slotted/ casing pipe having wall tlvckness of 71mm 121 2.3- Supply of pea gravel 122 2.4- Logging of tore hole by departmental / approved electric logger. 123 Lowering of Tube well assembly duly welded Including welding electrode and shurounding of pea gravel complete in all respect.3.1- Lowering of 200mm dia pipe from GL, to 70m deep BGL 124 3.2- Lowering of 150mm dia pipe from 70 to 100m deep BGL 125 3.3- Lowering of 150mm dia pipe from 100 to 135m dero BGL 126 4.1- Development of Tubewell by compressorTransportation, Installation and Dismantling of 250 PSI Compressor 127 4.2-Development of Tubewell by 250 PSI Capacity Air compressor 128 5.1- Development of lubewell by O.P. UnitTransportation, Installation and Dismantling of 1 Cusec O.P. Und & Yield Test 129 5.2- Development of Tubewell by 1 Cusec Capacity by OP Unt 130 5.3-Chemical and Bacterological test of water sample from depaprtmental approved tab 131 5.4- Site clearance and gravel shifting & other allied works 132 5.5-Bancading fencing of the site during the construction of TW to ensure that site is not exposed to nsk of accident 133 Tube well no. 2Drilling of borehole for Tubewell contruction by RC Rig Machine inchiding transportation, erection, dismantling of Rig and assolated T&P complete in all respect including required all material, labour etc.1.1 Transportation Erection and Dismantling of Rig Machine 134 1.2- Drilling of 550mm size bore from GL to 72m BGL 135 1.3- Drilling of 450mm size bare from (i) 72M BGL to 100MBGL 136 (ii) 100 M BGL to 150MBGL 137 1.4 - Zone testing in water Quality problem areas including all required materials labour and T&Petc Complete in all respect 138 1.5- Cement ceding works of contaminated equifers/zones including all required malenals, labour and T&Petc. Complete in all respect 139 1.6 Supply & Lowening of 90 mm dia UPVC gravel feed pipe 140 Tubewell AssemblyM.S tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) ings, well cap, bail plug, clamp, reducer, central guide, support struister etc. As required & as per typed design complete in all respect2.1- 200 Da MS EHW Housing casing pipe having will thickness of 7.1mm. 141 2.2- 150m Dia MS ERW slotted/ casing pipe having wall tlvckness of 71mm 142 2.3- Supply of pea gravel 143 2.4- Logging of tore hole by departmental / approved electric logger. 144 Lowering of Tube well assembly duly welded Including welding electrode and shurounding of pea gravel complete in all respect.3.1- Lowering of 200mm dia pipe from GL, to 70m deep BGL 145 3.2- Lowering of 150mm dia pipe from 70 to 100m deep BGL 146 3.3- Lowering of 150mm dia pipe from 100 to 135m dero BGL 147 4.1- Development of Tubewell by compressorTransportation, Installation and Dismantling of 250 PSI Compressor 148 4.2-Development of Tubewell by 250 PSI Capacity Air compressor 149 5.1- Development of lubewell by O.P. UnitTransportation, Installation and Dismantling of 1 Cusec O.P. Und & Yield Test 150 5.2- Development of Tubewell by 1 Cusec Capacity by OP Unt 151 5.3-Chemical and Bacterological test of water sample from depaprtmental approved tab 152 5.4- Site clearance and gravel shifting & other allied works 153 5.5-Bancading fencing of the site during the construction of TW to ensure that site is not exposed to nsk of accident 154 Pumping plant on new tubewell no. 1 SITC of pumping plant including Starter, control panel complete in all respect with all required material, T&P labour etc. Submersible pump set of 700 LPM discharge 86m. head coupled with 25 H.P. Motor A.C. Three phase. 155 SITC of Voltage stabilizer Servo type (240V-500V) 40 KVA. 156 SITC of main piping and valves with 24m column pipe, electronic type chlorinating plant, power wiring, earthing, painting, tool set, M.S. cross for reducer, wiring of pump house (Internal & External), Chain pulley block and gauges complete in all respect with all required material, T&P and labour. Main Piping and valves of 100mm dia. 157 3 Mtr. long heavy duty size 100mm dia column pipe same as above (02 Sets pipe length = 01 No.) 158 Supply & Laying of Additonal XLPE insulated copper conductor cable size 2x3cx10 sq mm. for submersible pump set. 159 Supply & Laying of PVC insulated Al. armoured cable size 1x3.5/4Cx16 sq mm. from transformer LV side to meter panel and meter panel to starter. 160 Pumping plant on new tubewell no.2SITC of pumping plant including Starter, control panel complete in all respect with all required material, T&P labour etc. Submersible pump set of 700 LPM discharge 86m. head coupled with 25 H.P. Motor A.C. Three phase. 161 SITC of Voltage stabilizer Servo type (240V-500V) 40 KVA. 162 SITC of main piping and valves with 24m column pipe, electronic type chlorinating plant, power wiring, earthing, painting, tool set, M.S. cross for reducer, wiring of pump house (Internal & External), Chain pulley block and gauges complete in all respect with all required material, T&P and labour. Main Piping and valves of 100mm dia. 163 3 Mtr. long heavy duty size 100mm dia column pipe same as above (02 Sets pipe length = 01 No.) 164 Supply & Laying of Additonal XLPE insulated copper conductor cable size 2x3cx10 sq mm. for submersible pump set. 165 Supply & Laying of PVC insulated Al. armoured cable size 1x3.5/4Cx16 sq mm. from transformer LV side to meter panel and meter panel to starter.
