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| 1 | Design,Providing,Laying,Testing ,Commissioning and giving satisfactory trials of Tertiary Filteration System (Rapid sand filter and Activated carbon filter) with Filter Feed Pump, Rapid Sand Filter(L-6mxW-4.80mxH-3.65m) with silling of sand and gravel media ,Air Blower (Twin Lobe Type) with motor, base frame, silencer and accessoriesCapacity = 580 m3/hr, Pressure = 0.35 Kg/cm2 & Motor Rating = 3 KW, Backwash Water Pump,Dirty Washwater Pump,Activated Carbon Filter (Diameter of filter = 3.5 m & Filter height = 2 m) sup;ply and filling of granular activated media,sand media etc. complete as turnkey job with all involved civil, electrical, instrumentation and mechanical works inclusive of following items, units as per detailed specification for civil, electrical, instrumentation and mechanical components with all duties and taxes, etc. complete to achieve outlet parameters aa per latest norms of CPCB/RSPCB or any governmetnt regulation to get reusable quality of water for industrial/ Agriculture purposes .As per detailed scope of work and employer's requirement as per tender document. 6+6 MLD STP |
| 2 | Design,Providing,Laying,Testing ,Commissioning and giving satisfactory trials of Tertiary Filteration System (Rapid sand filter and Activated carbon filter) with Filter Feed Pump, Rapid Sand Filter(L-7mxW-5.50mxH-3.65m) with silling of sand and gravel media ,Air Blower (Twin Lobe Type) with motor, base frame, silencer and accessoriesCapacity = 770 m3/hr, Pressure = 0.35 Kg/cm2 & Motor Rating = 4 KW, Backwash Water Pump,Dirty Washwater Pump,Activated Carbon Filter (Diameter of filter = 4 m & Filter height = 2.2 m) supply and filling of granular activated media,sand media etc. complete as turnkey job with all involved civil, electrical, instrumentation and mechanical works inclusive of following items, units as per detailed specification for civil, electrical, instrumentation and mechanical components with all duties and taxes, etc. complete to achieve outlet parameters aa per latest norms of CPCB/RSPCB or any governmetnt regulation to get reusable quality of water for industrial/ Agriculture purposes .As per detailed scope of work and employer's requirement as per tender document. 8 MLD STP |
| 3 | Fix Provision for O&M of all facilities created under this contract including but not limited to Tertiary treatment system, DI pipe line network and ponds for Ten Years as per Tender Document (yearwise payment amount is given in tender document) for Sikar TownBidder should fill amount Rs. 27861672.00Bidder should fill this amount in case any otheramount is filled then it will be consider as Rs. 27861672.00 only. |
| 4 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 5 | Providing and fixing CLOSE timbering in foundation, trenches etc at all depth including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). |
| 6 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 7 | Providing Barricading for Trenches using 80 - 100 mm dia Wooden Ballies as vertical post, atleast 1.5m above ground level and atleast 30-45 cm below ground level at a spacing of 3 m. Two rows of PVC Tape (preferably red in colour) strip barricading horizontal strip securely tied by the vertical members. Vertical members shall be painted in red and white colour. Rate is inclusive removal and cleaning of site complete in all respect. |
| 8 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.300mm |
| 9 | 450 mm |
| 10 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths DI K-12 standard specials with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete includingall material, labour, testing and commissioning along with pipe lineas per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.Specials S&S DI K-12 Upto 300mm dia |
| 11 | Above 300mm dia and upto 600mm dia |
| 12 | Providing and making flanged joints to double flanged C.I./ D.I. pipes and specials such as tees, bends, tapers, caps etc. at all level/ depths within trenches complete including all material i.e. rubber insertions, bolts & nuts etc, labour, testing of joint, commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. |
| 13 | Providing, Fixing, Jointing, Testing & Commissioning of Heavy duty MS 'C' class (Heavy) pipe conforming to IS 3589 / 1239 part-I for hydrant and sprinkler applications in Existing trench with cement concrete block as supports including cutting, welding etc & forged steel fittings like elbows, tees, tapers, reducer with cleaning,wrapping and coating of the pipe with 4 mm thick tar based polymaric corrosion protection tape including applying uniform coat of cold pipekot primer as per IS; 10221 for protection against corrosion complete in all respect. ( Pipe to be tested @ 10Kgf/Sqcm for 2 Hrs. & Excavation of Trench and refilling of trench to be paid extra). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR 80 mm dia |
| 14 | 100 mm dia |
| 15 | 150 mm dia |
| 16 | Providing, lowering, laying, aligning, fixing in position in pipe line,manually operated DI D/F Sluice valves of approved make PN 1.0class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioningalong with pipe line as per Technical Specifications and as perdirection of Engineer.300 mm dia |
| 17 | 450 mm dia |
| 18 | Providing, lowering, aligning and fixing in position DI D/F Diaphragm type Pressure Reducing / Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body & Bonnet - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM (FDA / WRAS approved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsite Stem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush- Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal- EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug - Stainless Steel, AISI-304, Nut- Bolts - SS Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. Rubber insertion of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. (Note: Rates are exclusive of tail piece/ dismantling joints and earth work.)Pilot operated SCADA Compatible (Class PN 1.6)300 mm dia |
| 19 | 450 mm dia |
| 20 | Providing, lowering, laying, aligning, fixing in position and jointing inpipe line DI Kinetic Double Air Valves of following dia (includingjointing and jointing material), including all material, labour, testingand commissioning as per Technical Specifications and as perdirection of Engineer.150 mm dia |
| 21 | Construction of brick masonry valve chamber for different type of valves with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand), wall 230 mm thick, top cover slab 150mm thick RCC M20 grade (1:1½:3 i.e. 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) with C.I. surface box with hinged cover 100x100x75mm (deep) including earthwork excavation, 100mm thick levelling course of PCC M10 (1:3:6 i.e. 1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.120cm x 120cm x 100cm (depth) for 350/400/450/500/600 mm dia valve |
| 22 | Supplying and fixing of SS 304 Single / Double headed oblique pattern hydrant landing valve (internal/external) with 75 / 100 mm dia flanged inlet & 63 mm dia instantaneous type female outlet couplingwith cast iron wheel complete with ABS cap and chain and allaccessories as per IS:5290-93 (Type-A) in cluding matching flange (14 mm thick), nuts, bolts, washers, gaskets, etc as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Double Headed with 100 mm Dia. Flanged Inlet |
| 23 | Providing, lowering, laying, aligning, fixing in position C.I. D/Fmanually operated long body butterfly valves (IS: 13095) PN-1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing along with pipe line and commissioning as per Technical Specifications and as perdirection of Engineer 80 mm dia |
| 24 | Dismantling of flexible pavements for sewer line and manholes anddisposal of dismantled materials up to a lead of 50 metres asdirected by Engineer including allowances for any additionaldismantling beyond the drawings (measurement for payment to beas per standard drawings), re-handling of material/earth to completethe task.Bituminous courses |
| 25 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - I Material |
| 26 | Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 27 | Providing and laying 50-75 mm compacted thick design mix (approved by Engineer) Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-9, 500-10 with bitumen binder set (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) for base/ binder course including loading of material with F.E. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of MoRT&H specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix) |
| 28 | Providing and laying 30-45 mm compacted thickness Bituminous Concrete as per design mix (approved by Engineer) on prepared surface with specified grade stone aggregate as per Table - 500-18 with bitumen for wearing course including loading of aggregate with F.E. loader and hot mixing of stone aggregate and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density complete as per clause 509 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total mix) |
| 29 | Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. 80 mm thick. |
| 30 | P & F Poly tube 32 mm drip lateral line of Working Pressure 2.0 kg/cm² to 4 kg/cm² Standards : IS / ISO / ASAE / AS / ASTM of approved make by Engineer-in-charge and as per aprroved Drawings |
| 31 | Thrust blockExcavation in soil mixed with single bouldres etc. Requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches. |
| 32 | 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) |
| 33 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in-charge. |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns |
| 36 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channelISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. |
| 37 | PONDSEarth work in excavation in open area, STP, WTP, Pumping station with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings). In all kind of soil Above 3.0 m and upto 6.0 m depth |
| 38 | Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. |
| 39 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) |
| 40 | 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 41 | Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 42 | Cement plastering including T&P, scaffolding, material and completelabour, including cost of water, curing, racking of joints etc. with 15mm cement plaster on the rough side of single or half brick wall ofmix : including Providing /mixing of synthetic fibers compulsorilycomplying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar.1:4 (1 cement : 4 fine/ coarse sand) |
| 43 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 44 | Grassing with 'Doobs' grass including watering and maintenance ofthe lawn for 30 days or more till the grass forms a thick lawn freefrom weeds and fit for moving including supplying good earth ifneeded. (The good earth shall be paid separately)In rows 15 cm apart in either direction |
| 45 | Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. |
| 46 | Steel work welded in built up sections/ framed work including cutting,hoisting, fixing in position and applying a priming coat of approvedsteel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. |
| 47 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing andreinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 48 | Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. |
| 49 | Centring and shuttering with plywood or steel sheet upto two stories( each story of height upto 3.5 metre from floor level) includingstrutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, buttresses, plinthand string courses etc. Please Enable Macros to View BoQ information |
