Tender For Construction Of Balancing Reservoir At Rd 47.650 Of Smgs In Ignp Stage - Ii
Tender Value
241.06 Crore
Estimated cost
Bid Submission
07 Aug 2026
27 days left
EMD
4.83 Crore
Bank guarantee accepted
Document Fee
40000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaisalmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Balancing Reservoir At Rd 47.650 Of Smgs In Ignp Stage - Ii
BOQ
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation , bushes,shurbs , brush wood , trees and sapling of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m. (i) Girth above 300 mm to 600 mm |
| 3 | Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m(ii) Girth above 600 mm to 1200 mm |
| 4 | Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m.(iii) Girth above 1200 mm to 2400 mm |
| 5 | Carriage of materials excluding loading,unloading and stacking..Timber lead for 20 km. |
| 6 | Loading in truck or MG/BG wagon within 50 Meter lead. Stone, sand, ballast, bajri, earth, grit , lime, timber murrum & Kankar. |
| 7 | Unloading & stacking within 50 M. lead from truck or Railway wagon...Stone, sand , ballast, bajri, earth, grit, lime, timber, murrum & kankar. |
| 8 | Provision of forest department penalty for forest cutting (lump sump provision for estimation purpose as per various orders of DCF IGNP Stage-II Bikaner |
| 9 | Earth work excavation in ordinary soil,undressed inclusive of all lift but with combined lead up to 200 m |
| 10 | Excavation in disintegrated rocks, or shale or soft rock or hard kankar or compact murrum or disintegrated or soft Jhangia or conglomerates or any similar strata including dressing of excavated material & disposal within initial leads of 50 m. |
| 11 | Excavation in hard rocks, or compacted hard 'Jhangia' or Compacted conglomerates dry and moist or any similar strata not requiring blasting, dressing of excavated material & disposal within initial leads of 50 M |
| 12 | Excavation in hard rock , compact hard 'Jhangia' and compacted hard conglomerates or any similar strata requiring blasting (where hardness of rock is more than 2),drilling etc including dressing and disposal of excavated material within initial leads of 50 M Including cost of explosives. |
| 13 | Earthwork excavation in foundation, trenches or drains (not exceeding 1.5 m in width ) including dressing of sides and ramming of bottom lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m all kind of soil. |
| 14 | Dag belling repeated kassi strokes \\"V\\" shaped minimum 15 cm deep. |
| 15 | Carriage of materials excluding loading,unloading and stacking..Earth 3 km |
| 16 | Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead upto 200 mtr. Extra for laying earth in 15 to 20 cm layers, watering, dressing but excluding cost of Rolling. Extra for rolling of earth to 95% of maximum dry density of soil by mechanically driven machines, rollers ar Vibra compactors as per requirement of the soil. Ordinary soil. |
| 17 | Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead upto 200 mtr. Extra for laying earth in 15 to 20 cm layers, watering, dressing but excluding cost of Rolling. Extra for rolling of earth to 95% of maximum dry density of soil by mechanically driven machines, rollers ar Vibra compactors as per requirement of the soil. Ordinary soil. Extra for additional lead beyond 200 m up to 250 in ordinary soil. |
| 18 | Earth work excavation in Ordinary soil, undressed inclusive of all lift but with combined lead upto 200 mtr. Extra for laying earth in 15 to 20 cm layers, watering, dressing but excluding cost of Rolling. Extra for rolling of earth to 95% of maximum dry density of soil by mechanically driven machines, rollers ar Vibra compactors as per requirement of the soil. Ordinary soil. Extra for additional lead beyond 250 m up to 300 in ordinary soil. |
| 19 | Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc.with cost of dewatering wherever required, and complete in all respect |
| 20 | Dressing of earthwork for all types of earth work new or repair work for all types of soil |
| 21 | Dressing of bed & preparation of sub grade for lining, including removal of irregularities up to 10 cm in earthwork with admixture of shingle or kankar more than 40% |
| 22 | Dressing of side slopes & preparation of sub grade for lining, including removal of irregularities up to 10 cm in earthwork with admixture of shingle or kankar more than 40% |
| 23 | Dressing of bed & preparation of sub grade for lining in rock or conglomerate etc. |
| 24 | Dressing of side slope & preparation of sub grade for lining in rock ar conglomerate etc. |
| 25 | LDPE film 250 micron as per IS specification |
| 26 | Supply of HDPE film 300 micron as per IS Specification |
| 27 | Laying and spreading and welding of upto 300 micron HDPE film by double fusion welding method and testing |
| 28 | Cement concrete for sleeper cast in situ 1:3:6 (1 cement : 3 Bajari (Coarse sand) : 6 grit (graded coarse aggregate) 20 mm nominal size) including use of mechanical mixer, scaffolding , form work, dressing, excavation of earth, laying tar paper , finishing, refilling of earth in the sides of sleeper, curing etc. as per specifications complete in all respect including cost of tar paper.In Bed size 100 x 200 mm |
| 29 | Cement concrete for sleeper cast in situ 1:3:6 (1 cement : 3 Bajari (Coarse sand) : 6 grit (graded coarse aggregate) 20 mm nominal size) including use of mechanical mixer, scaffolding , form work, dressing, excavation of earth, laying tar paper , finishing, refilling of earth in the sides of sleeper, curing etc. as per specifications complete in all respect including cost of tar paper.Side Slope size 100 x 200 mm |
| 30 | Cement concrete lining cast in situ 1:3:6 (1 cement : 3 Bajari (Coarse sand) : 6 grit (graded coarse aggregate) 20 mm nominal size) including use of mechanical mixer, scaffolding , form work, dressing, laying LDPE film , applying primer confirming to IS: 3384 on panel side,finishing, curing for 28 days etc. as per specifications complete in all respect including cost of primer & excluding the cost of LDPE film but including cost of jointing material In bed 10 cm thick lining |
| 31 | Cement concrete lining cast in situ 1:3:6 (1 cement : 3 Bajari (Coarse sand) : 6 grit (graded coarse aggregate) 20 mm nominal size) including use of mechanical mixer, scaffolding , form work, dressing, laying LDPE film , applying primer confirming to IS: 3384 on panel side,finishing, curing for 28 days etc. as per specifications complete in all respect including cost of primer & excluding the cost of LDPE film but including cost of jointing material Side Slope 10 cm thick lining |
| 32 | Filling of construction joints with Bitumen based sealing compound,including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS:3384-1986 and all leads of all construction materials including cost of sealing compound,complete in all respect. |
| 33 | Single PCC block lining 74 mm thick with PCC block size 30 x 15 x 4 cm in bed laid in 6 mm thick cement mortar 1:3 (1 cement: 3 bajari) over base plaster of 12 mm thick in cement mortar1:6 (1 cement: 6 bajari) & 16 mm thick sandwich plaster in cement mortar 1:3 (1 cement: 3 bajari) including mechanical mixing of mortar, dressing of bed, scaffolding, laying & jointing of LDPE/HDPE film & curing for 28 days complete as per specification excluding cost of LDPE/HDPE film including cost of jointing material. |
| 34 | Single PCC block lining 74 mm thick with PCC block size 30 x 15 x 4 cm in side slope laid in 6 mm thick cement mortar 1:3 (1 cement: 3 bajari) over base plaster of 12 mm thick in cement mortar1:6 (1 cement : 6 bajari) & 16 mm thick sandwich plaster in cement mortar 1:3 (1 cement: 3 bajari) including mechanical mixing of mortar, dressing of bed, scaffolding, laying & jointing of LDPE/GDPE film & curing for 28 days complete as per specification excluding cost of LDPE/HDPE film including cost of jointing material. |
| 35 | M-10 grade mix 1:3:6 (1cement: 3 coarse sand : 6 graded stone aggregate) Providing and laying cement concrete including curing, compaction etc. complete using stone aggregate 40 mm nominal size in foundation plinth, excluding the cost of shuttering using. 1 cement : 3 sand : 6 aggregate mix. |
| 36 | M-10 grade mix 1:3:6 (1cement : coarse sand : 6 graded stone aggregate) Providing and laying cement concrete including curing, compaction etc. complete using stone aggregate 20 mm nominal size in foundation plinth, excluding the cost of shuttering using. |
| 37 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. Up to plinth level Including material. |
| 38 | M-15 grade mix 1:2:4 (1cement : coarse sand : 6 graded stone aggregate) Providing and laying cement concrete including curing, compaction etc. complete using stone aggregate 20 mm nominal size in foundation plinth, excluding the cost of |
| 39 | Nominal mix of Plain Cement Concrete well mixed and laid in position using 20%max permissible limit of plums above 160 mm and upto 450 mm,including curing and finishinge tc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate.The plum sshall be distribute devenly and shall be not closer than 150 mm from the surface. PCC Nominal Mix 1:2:4 with plum, Max size of Aggregate 40 mm, |
| 40 | Providing and laying cement concrete including curing, compaction etc. complete using stone aggregate 20 mm nominal size in foundation plinth, excluding the cost of M-20 grade mix 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate) |
| 41 | Providing and fabricating steel reinforcement for R.C.C. work including straightening, cutting bending, placing in position and bindings complete including cost of binding wire in foundation and super structure 4.5 mtr. height above plinth level. Hot rolled deformed (IS 1139) cold twisted (IS : 1786) bars. |
| 42 | Providing and laying cement concrete including curing, compaction etc. complete using stone aggregate 20 mm nominal size in foundation plinth, excluding the cost of M-25 grade mix 1:1:2 (1cement : 1 coarse sand : 2 graded stone aggregate) |
| 43 | Walls (any thickness) including attached pillarsters buttresses plinth and string course |
| 44 | Supplying,Laying & consolidation of quarry rubbish/Murrum/Murdato required grade & camber in layers note exceding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete. |
| 45 | Double PCC block lining (M-15) 120 mm thick with PCC block size 30x15x4 cm in M15(1:2:4) in side slope, bottom layer laid in 6 mm thick cement mortar 1:5 (1) cement: 5 bajari) over base plaster of 12 mm thick in cement mortar 1:6 (1 cement : 6 bajari) & 16 mm thick sandwich plaster in cement mortar 1:3 (1 cement :3 bajari) & top layer of PCC Block laid in 6 mm thick plaster in cement mortar 1:3 (1 cement: 3) including dressing of side slope,scaffolding, laying & jointing of LDPE/HDPE film & curing for 28 days complete as per specification excluding cost of LDPE/HDPE film, including cost of jointing material. (Approved rate by CE IGNP). |
| 46 | Earthwork excavation in foundation, trenches or drains (not exceeding 1.5 m in width ) including dressing of sides and ramming of bottom lift up 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m all kind of soil Add extra over item no. 19 for every additional lift of 1.5 m or part thereof |
| 47 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 48 | P/L reinforced cement concrete in wall (any thickness) including attached pilasters, buttresses, plinth, string courses, kerbs and fillets, columns, pillers, piers, abutments, posts and struts etc. in super structure up to floor three level including curing compaction finishing with rendering in cement sand mortar 1:3 (1 cement :3 coarse sand ) & making good the joints excluding cost of shuttering and centering & reinforcement . M-15 grade mix 1:2:4 ( 1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ). |
| 49 | P/L reinforced cement concrete in wall (any thickness) including attached pilasters, buttresses, plinth, string courses, kerbs and fillets, columns, pillers, piers, abutments, posts and struts etc. in super structure up to floor three level including curing compaction finishing with rendering in cement sand mortar 1:3 (1 cement :3 coarse sand ) & making good the joints excluding cost of shuttering and centering & reinforcement . M-20 grade mix 1:1.5:3 ( 1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size ). |
| 50 | Labour charges for fabricating steel reinforcement for R.C.C. work including cutting bending, placing in position and bindings complete including cost of binding wire in foundation and super structure 4.5 mtr. height above plinth |
| 51 | Centering & shuttering with plywood or steel sheet including strutting, propping, bracing both ways with wooden members and removal of form work for superstructure up to 4.5 mtr. height above plinth level including material Suspended floors, roofs, landings, staircases, landing, balconies, girders, cantilevers, bands, coping , bed plates, anchor blocks, sills, chajjas etc. |
| 52 | Centering & shuttering with plywood or steel sheet including strutting, propping, bracing both ways with wooden members and removal of form work for superstructure up to 4.5 mtr. height above plinth level including material Columns , pillers, posts and struts etc. |
| 53 | Random rubble stone masonry (using R. R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete, in Cement mortar (1:4) |
| 54 | Random rubble stone masonry (using R. R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete, in Cement mortar (1:4) Add extra over item no 1 to 4 / Extra for stone work in superstructure above plinth level for every 5m and part thereof |
| 55 | Precast terrazo tile of approved make, 20 mm thick with marble chips up to 6 mm laid in floor, and landing, jointed with neat cement slurry mixed with pigment to match the shade of the tile, including rubbing and polishing comolete on 30 mm thick bed of cement sand mortar 1:4, Medium shade using approximately 50% white cement and 50% ordinary cement. |
| 56 | Precast terrazo tile of approved make, 20 mm thick with marble chips up to 6 mm laid in skirting and riser, treads of steps and dados 12 mm thick plaster (1:3) (1 cement: 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and polishing complete with tiles of Medium shade using approximately 50% white cement and 50% ordinary cement. |
| 57 | Providing and fixing fully panelled double leaf shutter for doors as per approved design and drawings with approved ordinary C.P. / oxidised steel fittings as per Annexure-'A' and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200 mm width including teak wood beading of size 19mm x 12mm on both faces compelete with Sheesham wood grade - I |
| 58 | Supplying and fixing door,window chowkhat and other frames, including antitermite treatment, M.S. hold fasts of size 250 x 40 x 3 mm fixed with M.S. bolts 5 mm dia 50 mm long duly embeded in cement concrete M-15 grade of sheesham wood grade - I |
| 59 | Providing and fixing steel glazed doors windows and ventilator with shutters of standard rolled steel section joints mitred and welded with steel lugs 13 x 3mm, 10 cm. long embedded in cemetn concrete block 15 x 10 x 10cm of 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 2mm nominal size) or with wooden plugs and screws or rawl plugs andscrews with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4 mm thick with coper glazing clips and special metal sash putty or approved make or metal beeding with screws complete inlcuding priming coats of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required as per IS : 1038 Windows.Window fixed |
| 60 | Providing and fixing steel glazed doors windows and ventilator with shutters of standard rolled steel section joints mitred and welded with steel lugs 13 x 3mm, 10 cm. long embedded in cemetn concrete block 15 x 10 x 10cm of 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 2mm nominal size) or with wooden plugs and screws or rawl plugs andscrews with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4 mm thick with coper glazing clips and special metal sash putty or approved make or metal beeding with screws complete inlcuding priming coats of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required as per IS : 1038 Windows.Doors |
| 61 | Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and joiinted together at the end by end locks mounted on speciallly designed pipe shaft with brackets, side guides and arrangemetns for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm long wire sprints grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design. (Clear openable area to be measured for payment). |
| 62 | Providing & fixing ball bearing for rolling shutters |
| 63 | Providing mechanical device chain and crank operation for operating rolling shutters Exeeding 10.00 Sqm and upto 16.80 Sqm in the area |
| 64 | Plaster on new surface on walls in cement sand mortar 1 : 6 including raking of joints etc. complete fine finished (20mm thick) |
| 65 | Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) / 12.31.1 Flush / Ruled/ Struck or weathered pointing. |
| 66 | Varnishing with varnish of approved brand and manufacture / 12.47.1 Two or more coats glue sizing with copal varnish over an under coat of flatting varnish. |
| 67 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade / 12.46.1 Two or more coats on new work |
| 68 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; including external 3LPE/DFBE/PU coating and internal DTM PU coating Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Outer dia of pipe 1219 mm and thickness 10 mm |
| 69 | Construction of RCC Scour valve chamber dry type for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as per direction of Engineer-in-Charge.For Class-AA loadingScour valve chamber of size1.2m x1.08m x2.485mfor connecting pipe size- more than 150 mm & up to 200mm |
| 70 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 Manually Operated CI Sluice valve of Class PN-1.0 |
| 71 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide- HBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work.Class PN 1.0 200mm |
| 72 | Construction of RCC Air valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as per direction of Engineer-in-Charge.For Class-AA loading Air valve chamber of size1.325m x1.7m x2.875m for air valve size of 200mm |
| 73 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) for MS pipe specials and For Common Header, Suction, Delivery etc. |
| 74 | Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe bycleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water and minimum thickness of lining shall be 406 microns |
| 75 | Providing and applying 3LPE (3 Layer Polyethylene) tape coating conforming to ISO 21809-1, DIN 30670-91 or CAN/CSA Z245.20-10 to external surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive with an outer layer of high density polyethylene including preparation of surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be 250 microns including field joints coating at site complete as per technical specification and direction of Engineer-in-Charge. Minimum thickness of coating shall be 3.0 mm on weld seam as well as remaining surface. |
| 76 | Supply, Installation, Testing and Commissioning of 33 kV Overhead Line on 9 Mtr PCC 400 kG pole including erection of DP Structure on every turn, road crossings, V-cross arm, 33 kV Pin Insulators, 33 Disc Insulators, Jumpers, PG Clam;ps, Stay set, LA, DO/GO, etc. as per requirements, specifications, as per directin of Incharge and in all respect. Dual Circuit. 100 sqmm (6+1) ACSR Dog Conductor comprising of 3-phase main conductor + 1 GI wire |
| 77 | Supply, Installation, Testing and Commissioning including but not limited to, safe storage, protection, civil, works, erection, testing and commissioning of required to complete the works in all respects for the following electrical equipment. 33 KV Ring Main unit consisting of 2 LBS at Incoming & 2 VCB's Outgoing as per requirements and specifications. |
| 78 | 33/6.6KV Power Transformers 5.0 MVA, 3 Phase, 50Hz, Outdoor type, ONAN cooled, Copper Wound, Core type with losses as per latest IS standard without (-) tolerance, Oil immersed winding with vector group DYN 11, HT Delta connected & MV Star connected, On load circuit tap changer, 8 Step – 9 Positions, Tape range -5% to +5%, % Variation @2.5%, temperature rise in oil/winding 50/55 deg.C, Tolerance as per IS 2026, Transformer Oil as per IS 335, Bushing as per IS 3337 and IS 2009, The marshalling box shall be tank mounted, weather proof, vermin proof, dust proof, sheet steel (2 mm thick), enclosed and with hinged door having padlock. Door and gland plate shall be fitted with neoprene gaskets. Bottom shall be at least 600 mm from grade level. Top surface shall be sloped. The degree of protection shall be IP65.Contacts / terminals of electrical devices / relays, etc. mounted on the transformer shall be wired to the marshalling box. Interconnecting wires between the marshalling box and the accessories / devices shall be either PVC insulated wires in GI conduits or PVC insulated, armored cables together with provision of double compression type, brass cable glands at the marshalling box. All contacts for alarm, trip and indication circuits shall each be electrically free, designed for the auxiliary DC supply of 110 V and brought out to separate terminals in the marshalling box. Terminals shall be rated for 10 A. Disconnecting / shorting type terminal block shall be used for CT circuits. In case of main transformers, provision for remote annunciation shall be provided with two changeover contacts for alarm condition and two changeover contacts for trip condition for each of the following conditions including but not limited as per requirement with standard fitting conforming to IS 2026 & its latest amendment with following accessories complete.1. Oil conservator with filling holes with cap and plain oil level gauge.2. Magnetic Oil Level Gauge (MOG) with Alarm/ Trip contact.3. Silica gel dehydrating breather charged with silica gel. 4. Oil drain/sampling valve, Oil filter valve.5. Lifting eyes/hooks/lugs, Diagram and rating plate. 6. Separate neutral bushing outside. 7. Air vent, Explosion vent with diaphragm 100 mm dia thermometers with thermometer pocket.8. Four Bi-Directional plain rollers with base, channel & hauling holes.9. Fixed/Separate type radiator banks. 10. Oil temperature indicator with Alarm/ Trip contact.11. Winding temperature indicator with Alarm/ Trip contact.12. Bucholtz relay with shut off valve and with Alarm/ Trip contact.13.R.T.C.C. & AVR Panel for Transformers |
| 79 | 6.6 KV HT Switchgear Panel (8 Board Panel), 1250A Rated Current, Indoor type with (2 nos draw out type VCB for Incoming Supply from 33KV/6.6KV Power Transformers, 1 no Bus Coupler and 3 nos Draw out type VCB for Outgoings 1400KW HT Motors, 2 nos BUS PT feeders). The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, powder coated, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated multi strand Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – side / back/Top as per requirement. The switchgear and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar ect for securing the same to the floor conforming to IEC62271/100-200 with ingress protection as IP-5X. The Indoor HT Switchgear panel switches gear (vacuum circuit breakers, CTs, PTs etc.) and control gear (Microprocessor based numerical protection relays with RS 485 port , auxiliary contacts, Annunciator window, Space heater , digital A & V meters with Selector Switch, Indications, Hooter, plug socket etc.) shall be mounted on the same panel. The works include with as principal parameters as under: - no of Poles/Phases- 3, Rated Voltage - 11 KV, Rated frequency- 50 Hz, Rated normal current of bus bars under design ambient temperature of 500C and material of bus bar - (*) Electrolytic grade E91E Aluminum - suitable for 100% load including future loads, Rated short-time withstand current and time – 21 KA (rms) for 1 sec, Dynamic rating – 31.5 KA (Peak), Rated current inside the cubicle under design ambient temperature at 50°C – 1250A, Circuit Breaker type – Vacuum type, Rated short time making current – 21 KA (peak), Rated operating sequence - O–3 Min–CO-3 Min-CO, min auxiliary contacts 6 NO + 6 NC after internal use by manufacturer, Type of operating mechanism – normal (Spring charging for closing and tripping), in – Emergency (Manual and Spring charged for closing and tripping), Auxiliary control voltage - Closing coil / Tripping coil 110VDC, Spring charging motor – 110VDC, - Space heater and lighting- 230VAC, Earth Switch required, Protection Relay – microprocessor based numerical relay 3O/C +E/F Relay, Master Trip Relay, 3 Element Aux. Relay, Under Voltage Relay, Restricted Earth fault relay ect. All protection relay shall have RS 485 communication with smart & intelligent tripping facility. Metal enclosed compartmentalized and extendable type design for future shall be applicable. Complete as per technical specifications and as directed by Engineer in charge. |
| 80 | 6.6 KV HT FMCA Digital Soft Starter Panel with reactor for min 1400 KW HT VT Motor , --Indoor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 16kA for 1Sec, Rated 7.2 KV ±10%, 50Hz ±5%, 3Ph, IP 4X, Control & Protection Sypply - 110VDC, 18.3 kV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6, Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos. |
| 81 | 6.6 KV/ min 650 KVAR HT APFC Panel for min 1400KV HT Motor , - 7.2 KV ±10%, 50Hz ±5%, 3Ph, IP 5X, Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized. |
| 82 | 6.6 KV NGR Control Panel, 3.81 Ohms with 100 A, 10 Sec Capacity with supporting Structure for installation. Hence NGR of 3.81 Ohms is required with capacity of 1000 Amp 10 sec.Complete as per technical specifications and as directed by Engineer in charge. |
| 83 | SITC of FCBC ( Float cum boost charger)suitable for 415V +/-10%, 50 Hz , 1-ǿ / 3 -ǿ Input & 24/ 48 /110 V DC OutputNatural Cooled, free standing in Sheet Steel enclosure,SCR controlled , regulation +/-1% , Efficiency > 75% on FLAC/ DC Instruments, Selector Switch ,Built in DC Distribution Board (6 No MCB), indication , control as required of following rating: (25 A + 25 A) |
| 84 | SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries , MS / Teakwood battery stand , interconnect wiring etc as required complete in all respect of rating: 110VDC |
| 85 | Plate Earthling as per IS:3043 with copper Earth plate of size 600mm x 600 mm x 3.0mm by embodying 3 to 4 mtr. Below the ground level with 25 mm dia. G.I. ‘B’ class watering Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 86 | Plate Earthing as per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B'class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR. |
| 87 | GI Pipe, Class B, 40mm Dai with thickness of 3.610mm as per IS 1239 for the complete earthing system |
| 88 | Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection 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 . 50mm x 6mm copper strip |
| 89 | Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection 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 . 50mm x 6mm copper strip |
| 90 | Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection 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 . 50mm x 6mm copper strip |
| 91 | Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection 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 . 50mm x 6mm copper strip |
| 92 | Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit suitable for 11 KV / 33 KV (Earthed) cable with required components,prepration of cable ends. Type test report should be as per IS13573:2011 which covered all sequence for table 2 for termination kit and table 3 for streight through joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Cross linking shall be done out side factory with E- beam/ peroxide technology. Extrusion process shall be in house OEM within same vicinity. including testing etc. as required of following sizes. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR. 3 core 185/240/300 Sq.mm |
| 93 | P & laying of HT Cable 6.6 KV (UE), XLPE Insulated, PVC sheathed, Aluminum Conductor, Armored Cable conforming to IS: 7098/II/85 and IS 1554 with its latest amendments . Complete as per technical specifications and as directed by Engineer in charge. (3 Core * 240 sqmm) |
| 94 | Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 6.6 KV cable, with required components, prepration of cable ends, testing etc. as required of following sizes. Complete as per technical specifications and as directed by Engineer in charge. 3 Core * 240sqmm |
| 95 | 6.6/0.433KV Auxiliary Transformers 160 kVA, 3 Phase, 50Hz, Outdoor type, ONAN cooled, Copper Wound, Core type with losses as per latest IS standard without (-) tolerance, Oil immersed winding with vector group DYN 11, HT Delta connected & MV Star connected, Off load circuit tap changer, 8 Step – 9 Positions, Tape range -5% to +5%, % Variation @2.5%, temperature rise in oil/winding 50/55 deg.C, Tolerance as per IS 2026, Transformer Oil as per IS 335, Bushing as per IS 3337 and IS 2009, The marshalling box shall be tank mounted, weather proof, vermin proof, dust proof, sheet steel (2 mm thick), enclosed and with hinged door having padlock. Door and gland plate shall be fitted with neoprene gaskets. Bottom shall be at least 600 mm from grade level. Top surface shall be sloped. The degree of protection shall be IP65.Contacts / terminals of electrical devices / relays, etc. mounted on the transformer shall be wired to the marshalling box. Interconnecting wires between the marshalling box and the accessories / devices shall be either PVC insulated wires in GI conduits or PVC insulated, armored cables together with provision of double compression type, brass cable glands at the marshalling box. All contacts for alarm, trip and indication circuits shall each be electrically free, designed for the auxiliary DC supply of 110 V and brought out to separate terminals in the marshalling box. Terminals shall be rated for 10 A. All as per requirement with standard fitting conforming to IS 2026 & its latest amendment with following accessories complete.1. Oil conservator with filling holes with cap and plain oil level gauge.2. Magnetic Oil Level Gauge (MOG) with Alarm/ Trip contact.3. Silica gel dehydrating breather charged with silica gel. 4. Oil drain/sampling valve, Oil filter valve.5. Lifting eyes/hooks/lugs, Diagram and rating plate. 6. Separate neutral bushing outside. 7. Air vent, Explosion vent with diaphragm 100 mm dia thermometers with thermometer pocket.8. Four Bi-Directional plain rollers with base, channel & hauling holes.9. Fixed/Separate type radiator banks. 10. Oil temperature indicator with Alarm/ Trip contact.11. Winding temperature indicator with Alarm/ Trip contact.12. Bucholtz relay with shut off valve and with Alarm/ Trip contact. |
| 96 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR /3.5 core |
| 97 | IP-4X LT PMCC Panel with Al. Bus Bar, CT, Indication Lamps, MFM, Voltmeter, Ammeter, Incoming and Outgoing MCCB, MCB, Capacitors, Motor Starters, relays, protections, etc. |
| 98 | Providing & Laying XLPE insulated / P.V.C. sheathed control and power cable of 1.1 KV grade with Copper (upto 4 sqmm) and aluminium (above 4 sqmm) conductor Un-Armoured / Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection,Complete as per technical specifications for all LT equipments inside and Outside Pump House Outgoing from LT PMCC/MCC, etc. Panel and as directed by Engineer in charge. |
| 99 | Supply, Fabricating & installing following sizes of Hot dipped Galvanized iron cable tray (Galvanized thickness not less then 50 microns) with rungs at span of 250mm including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling/wall with M.S. suspenders 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 . 450mm x 62.5mm x 2.0mm |
| 100 | Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports 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 . 450mm x 62.5mm x 2.0mm |
| 101 | Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports 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 . 150mm x 50mm x 1.6mm |
| 102 | Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports 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 . 100mm x 50mm x 1.6mm |
| 103 | Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive 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 as per latest IS 1562 :2006., 33 KV, 3 mm thick with proof voltage 36 KV / 3 min. and Break DownVoltage 65 KV |
| 104 | Supply , Installation, Testing and Comissioning of wall mounted remote ON/OFF Push Button station for AHU/Air washers made out from powder quoted CRCA sheet of 16 SWG , illuminated ON/OFF push button including making connections etc as required complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 105 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular crosssections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\"attached with this BSR . 8 Mtr. |
| 106 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Single arm overhang |
| 107 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . LED Street Light fixture with Minimum lumen output 22500 lm |
| 108 | Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer. |
| 109 | Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated suitably laid up together overall polyester taped Al (inner sheeted GI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steel armoured overall PVC sheathed (ST-1) overall screened cores armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009 making necessary connection and cores as required, Complete as per technical specifications for all LT equipments inside and Outside Pump House Outgoing from LT PMCC/MCC/PLC Panel and as directed by Engineer in charge. |
| 110 | PLC Panel of specifications mentioned in RUIDP SOR 2023 at item no. 47.4 |
| 111 | P/L in position specified grade of reinforced cement concrete including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints, excluding cost of shuttering, centring and reinforcement. All work up to plinth level, M-15 grade mix 1:2:4 ( 1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size. |
| 112 | Supplying, laying, jointing, testing, commissioning, of buried HDPE pipe net work with Hasti / REI / Jain irrigation system or equivalent pipes as per IS -14151(PART-1) including excavation of earth work in all type of soil (except disintegrated rock), depth of trenches should be such that there is a minimum soil cover of 1.0 m over the pipes, refilling and disposal of extra excavated material. The rates are inclusive of all lead and lift of material and also inclusive of all kinds of taxes, levies, turn over tax, service tax, income tax, sales tax, octroi, panchayat tax, royalty and contractor profit. |
| 113 | Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Vertical Turbine pumps with motor, CI casing and casingring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification.Discharge - 5300 cum/hr (2+1) Head - 66 M |
| 114 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR \\"O \\"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work. Note 2 : Rates are exclusive of GST.Class PN 1.6, Motorised Operated1000mm dia |
| 115 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. Rates are exclusive of GST 1000mm dia (PN1.6) |
| 116 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \\"O \\"ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointingmaterial, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Note 2 : Rates are exclusive of GST.1000 mm dia (Cat-A) |
| 117 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Metal seated Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2- 1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Note 2 : Rates are exclusive of GST.2000 mm dia (PN1.6) with Actuator |
| 118 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note 1 : Rates are exclusive of connecting tee, pipe piece and earth work.Note 2 : Rates are exclusive of GST 200 mm dia |
| 119 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter,including transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating).Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Rates are exclusive of GST. Dia of Pipe: 1016 mm (I.D) and thickness 12.5mm |
| 120 | Design, Drawing, fabrication, supply, erection, testing and commissioning of EOT crane consisting of double girder box type construction, rail mounted end carriages with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in pump house including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding transportation charges for structural steel components and other materials. |
| 121 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.Rate is exclusive of GST 0 to 10.0 kg/cm² |
| 122 | Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2\\"NPT /Accuracy : 0.5% 1200 mm |
| 123 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; including external 3LPE/DFBE/PU coating and internal DTM PU coating Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Outer dia of pipe 2032 mm and thickness 16 mm |
| 124 | Dry Boulder filing in required profile with filling of voids etc complete including all lead & lifts and well finished surface |
| 125 | Raised and cut pointing on stone masonry including racking of joints and curing etc. complete.Cement sand mortar 1:3 |
| 126 | Dismantling stone rubble masonry includingstacking of serviceable material and disposal ofunserviceable material within 50 meters lead Stone masonry in cement mortar |
| 127 | P/L cement concrete in R.C.C. work for suspended floors, roofs, girders, cantilevers, stair cases, landing, balconies,shelves,chajja's, lintels bands, coping, bed plates, anchor blocks, sills & beams etc. in super structure up to floor three level including curing compaction finishing with rendering in cement sand mortar 1:3(1 cement :3 coarse sand ) & making good the joints excluding cost of shuttering and centering & reinforcement M-15 grade mix 1:2:4 ( 1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size. |
| 128 | GST @18% (CGST @9%+RGST 9%) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 27 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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