Lucknow Development Authority has published Construction Of Flode Pumping Station And Maintenance Work.. Submission Date for this Tender is 28-02-2024. Civil Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | NAGARIYA KALA (400 KL) |
| 2 | PART-A (400 KL Sumpwell) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth. 1 5m in width as well as 10 sqm on plan) including disposal of excavated carth, lead upto Som and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Analysis Rate) |
| 4 | 0.0 to 1.50 Mtr |
| 5 | 1.50 to 3.0 Mtr |
| 6 | 3.0 to 4.50 |
| 7 | 4.50 to 6.0 Mtr |
| 8 | Providing and laying in cement concrete 14:8 (1 cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work, in foundation and floors. (DSR 4.1.8) |
| 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 Concrete of M30 grade with minimum cement content of 350 kg/cum (For R.C.C. Lintel) For 398 kg/Cum. (DSR - 5.33.2.2) |
| 10 | 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 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. Concrete of M30 grade (For R.C.C. Beam) For 398 kg/Cum. (DSR - 5.33.2.2+48*6.00) |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse regate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures 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 fishing and reinforcement as per direction of the engineer-in-Charge for the following grades of concrete. Note Estra cement up to 10% of the minimum specified cement content in design mix shall be payable separately in case the cement content indesign mix in 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 Concrete of M-30 grade with minimum cement content of 350 kg/cum (For R.C.C. Slab) For 398 kg/Cum. (DSR - 5.33.2.2) |
| 12 | 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 recommended proportions as per 15 9103 to accelerate / retard setting of concrete, to improve durability and workability without pairing strength, including pumping of concrete to site of laying curvig, 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 moor bear the cost of extra cement All work upto plinth eve Concrete of M-30 grade with minimum cement content of 350 kg/cum For R.C.C. Footing or Raft) For 398 kg/Cum. (DSR - 5.33.2.2) |
| 13 | 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 cernent content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cement content of 350 kg/cum 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 Concrete of M30 grade with minimum cement content of 350 kg /cum (For R.C.C. Column) For 398 kg/Cum (DSR - 5.33.2.2) |
| 14 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia (DSR - 20.3.1*0.8667) |
| 15 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level (Sanctioned Rate) |
| 16 | Brick work in super-structure above plinth level including necessary cutting and moulding of brick work as required and also inchading honeycombed brick work in thickness of wall more than 12cms (1:6 cement & coarse sand I cement 6 coarse sand) (DSR 6.4.2) |
| 17 | 12 mun cement plaster of mix: 1:6 (1 cement: 6 coarse sand) (DSR 13.1.2) |
| 18 | 12 mm cement plaster on the fair side of single or half brick wall of mix :1:6 (1 cement: 6 coarse sand)(DSR 13.1.2) |
| 19 | Cement plaster 1.3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 20 mm cement plaster. (DSR 13.9.2) |
| 20 | Supply & fixing of flush doors commercial quality conforming to IS 2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally (a) 35mm thick (DSR 9.21.2) |
| 21 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods, gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required complete. |
| 22 | Providing & Fixing of door/windows grill (DSR 10.26.1) |
| 23 | Z-Section steel windows. (DSR 10.25.2) |
| 24 | Angle iron door chaukhat 40*40*5 (DSR 10.31) |
| 25 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface)(DSR 13.82.2) |
| 26 | Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials (DSR 13.44.1) |
| 27 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Ceiling) (DSR 13.88.2) |
| 28 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws ect. Complete. (DSR - 9.63.1) |
| 29 | 250 mm x 10 mm |
| 30 | 200 mm x 10 mm |
| 31 | Providing and fixing ISI marked oxidised MS handles conforming to ES 4992 with necessary screws. ec complete 125 mm(DSR - 9.66.1*0.8667) |
| 32 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small acies not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3 Hi-gloss apcolite superla:, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt dust and other foreign maiter sand papering and stoping including cost of all itaterials labour tools and plants etc required for proper completion of the work (DSR 13.53.1) |
| 33 | Same as item 21 above but on new wood surface (DSR 13.61.1) |
| 34 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc consisting of following operations a) Applying a slurry coat of neat cement using 275 kg/sqm of cement admixed with water proofing compound confornung to IS 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment b) Laying brick bats with mortar using broken bricks/brick bais 25 mm to 115 mm size with 50% of cement mortar 15 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 15 (cement 5 coane sand) admixed with water proofing compound. IS 2645 and approved by Engineer-in-charge to requned slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper canng applying a second coat of cement slurry using 2.75 kg sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge di Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in- charge including 1 (DSR 22.7.1) |
| 35 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC. kitchen and the like consisting of 1) Ist course of applying cement slurry 4, 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface) IInd course of 20mm cement plaster 13 (1 cement 3 coarse sand) maxed with water proofing compound in recommended proportion mcluding rounding off junction of vertical and horizontal surface IIIrd course of applying blown or residual bitumen applied hot at 17 Kg per sqm of area iv) IVth course of 400 micron thick PVC sheet (Overlaps at jomts of PVC sheet should be 100 mm wide and pasted to cach other with bitumen 17 Kg/sqm)(DSR - 22.5) |
| 36 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior. sewage & water treatment plant, tunnels subway and bridge deck etc at the time of transporting of concrete into the drum of the ready-mix trick, using integral crystalline admixture 0.80% (marumum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer"s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in AC1-212-3R- 2010 ie by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be camed out all complete as per specification and the direction of the Engineer- m-charge The product performance shall carry guarantee for 10 years against any leakage (DSR - 22.22*) |
| 37 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm ckness to be specified by the manufacturer) of ist quality conforming IS15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 14 (1 Cement 4 Coarse sand), Jointing with grey cement slurry 3.3 kg xqm mcludingpointing the joints with white cement and matching pigment etc complete. (DSR - 11.37*) |
| 38 | Cement concrete flooring 124 () cement 2 coarse sand 4 graded. one aggregate) finished with a floating coat of neat cement, including cenen siurry, but excluding the cost of nosing of steps etc complete) mun thick with 20 mm nominal size stone. (DSR 11.3.1) |
| 39 | Centering and Shuttering including strutting, propping etc. and removal of form for. |
| 40 | Suspended floors. Roofs, landings, balconies and access platform. (DSR - 5.9.3*) |
| 41 | Lintels. Beams. Plinth beams, girders, bressumers and cantilevers. (DSR - 5.9.5) |
| 42 | (c) Columns. Pillars, Piers, Abutments. Posts and Struts. (DSR - 5.9.6*) |
| 43 | PART-B |
| 44 | Supply, Installation Testing & Commissioning of diesel driven /Electric sewage VT Pumping plant including column assembly Suction Stainer Tee Reducer, coupling with all connected Equipment etc all Complete (Kirloskar, Flowmore, or Equialent make and should be relevant to IS/B3 Standard 10000 LPM 3 Phase, VT set 12 M head Sutable HP with required civil work and complete in all respect Pumpset Data Sheets Liquid - Storm Water/Flood Water Sp. Gravity - 1.10 Pump Capacity - 82.5 HP Pump Size - 26"" Pump Speed - 992 RPM Dischage - 2100 m3 Wowl load - 12.8 Mtr Wowl Eff. - 86.57 Lubrication - sift Notes Moter Rating - 110 KW Speed - 992 RPM Make - ABB Frame - M284 x 3155 M |
| 45 | PCD - 620 No - Holes - 20 Dia of holes - 28 thickness - 32mm Temp - deg C - Amb Viscosity - poise - Water Pump Type - Axial Flow Type No. of Stages - No"s - 2 Sync. Speed - Rpm - 1500 Pump Efficiency Minimum - % - 86.5 Driver Type - RC Cooled Engine/VSS VI Mounting Motor Constructional Details Impeller Type - Open Type lmpeller Gland Packed/Mech Seal - Gland Packed Line Shaft bearing Lubrication - Self Water Lubrication Sump Depth - M - 6M Pump Setting Length (Stainer to sole plate) - 5.80 M - Approximate Location of Delivery Branch - Below Floor Discharge. Type of Column Type of Column Joint - Flanged Material of Construction Casing - 1.5-2% NICI CI FG 260 Impeller Line Shaft - SS410 Impeller Shaft - SS410 Shaft Coupling - SS410 Stainer - Steel Shaft Sleeve - SS410 Neck Rings - CF8 Sole Plate - MS Column Pipe - MS Discharge Head |
| 46 | Flange Drilling- Mfg. Std. Painting - As per Mfg. Std. Scope of Supply Pump - as per above Stainer - as per above |
| 47 | Supply, Installation Testing & Commissioning of Startr Sutable for Above Pump with Required Civil work and Complete in all respect. Supply of LT panel with two incoming an 6 outgoing for pump, EOT crane, light & fan, for spare of PPT, Suitable capacity of Fully Automatic star delta starter comprising of GE Make which will be contain following item as per given below. l. Contactor of suitable ratings. m. TOR of Suitable ratings. n. PB Switches o. Dual Amp & Voltmeter p. Amp meter Selector Switch q. Toggle Switches r. Indicating Lamps Phase Failure s. Phase reversal relay t. Single phase preventer u. Capacitor of suitable ratings. v. GSM |
| 48 | Supply, Installation Testing & Commissioning of NR Valve special design for sewage purpose. Flanged end as per IS : 5312 Body, Cover-CI IS : 210, Gr. FG260 Door-CI IS : 210 Gr. FG260 Body Ring - bronze IS : 318 Gr. LTB2 Door Face - Natural Rubber Hinge Pin - SS ASTM A276 Type 410 Fasteners - CS IS : 1367, CL - 4.6/4.0 Gasket-Natural Rubber Flange Drilling - IS : 1538, Table 4 & 6 |
| 49 | 300 mm dia. |
| 50 | 600 mm dia. |
| 51 | Supply, Installation Testing & Commissioning of Cast Iron Rising Spindle Sluice Valve Flanged end as per IS : 14846 Body, Cover - CI IS : 210, Gr. FG260 Door-CI IS:210, Gr. FG260 Body Ring-Bronze IS : 318 Gr. LTB2 Door Face-Natural Rubber Hinge Pin - SS ASTM A276 type 410 Fasteners - CS IS : 1367, CL -4.6/4.0 Gasket-Natural Rubber Flange Drilling - IS : 1538, Table 4 & 6 |
| 52 | 300 mm dia. |
| 53 | 600 mm dia. |
| 54 | Supply, Installation Testing & Commissioning Traveling crane supply of 10 Ton Capacity 6 Mtr. Mt 12 Mtr. Span traveling crane standard make capacity block extra with required material (Indent/Mints or Equivalent make and should be relevant to IS/BS standard) complete in all respect with required civil work and complete in all respect. 1 . Type - Single Girder Crane for indoor application. 2. Type of Application - The Pump house. 3. Class of Duty -M5 as per IS 3177. 4. Standards - The crane to be Devid Manufactured and tested in accordance with the latest revisions & eshitions of IS IT IS 3177 and other relics ani pode and standards in medicured under Paragraph 5.0. 5. Location - Indoor. 6. Capacity SWL - 10 Tonnes. 7. Height of track rail - 5.9 Mtr above floor level (refer sketch) 8. Span - 9 Mtr. 10. Clearance height above the gantry rail - 1100 mm. 11. Cross trave of Crane - 9 Mtr. 12. Speeds, hoisting/lovering - 266 m/min (approximately), Cross travel - 17.0 m/min (approximately), Long Travel - 20.0 m/min (approximately), 13. Bridge Girder - Bridge girder shall be RSJ type with rubber bullet Indian Standard hot rolled structura sections as per 808-1957 IS 1173- 1957 IS 1864-1963 IS 800-1962 IS 816 1956 Garder should the strong and rugged to withstand the most severe condonatios of loads/swester diferent working conditions The Bridge Girder shall be designed to love maximum deflectim of span 900 at SWL in order to have better structural indegrity Sufficunt space shall be provided for ease of maininanis. 14. End Carriage - Fabricated out of MS Plate or C Channel of saitabile size to farm box except for essential openings which should be renforced. End camages se be fitted with substantial safitty stops to prevent the crane from falling and should not lnterfere with removal of wheel. 15. - - . 16. Cross travel and Long travel wheel - 0.75 KW 2 drive for LT motor and 0.55 KW 2 drive for CT motor LT Wheels shall be Double Flanged and CT Wheels Single Flanged of EN 9 nutinal. The item should be machined and hardened to required hardness. The wheals to be mounted on anninction bearings and shall |
| 55 | facilitare easy removal & replacement. 17. Hook - Shall beshank C type forged steel conforming to IS 15560 with spring loaded safety laich and mounted on thrust bearing for freely swiveling. 18. Wire rope - Fibre or Steel core 6x36 or 6x37construction as per IS-2266 of Usha Martin Make Diameter so be specified by supplier. 19. Quality of steel for wire rope - 1960 KN as per IS-2266. 20 No of rope falls supporting the load - 6 21. Factor of safety for the wire rope - Min 5. 22. Rope drum - Machined out of seamless pipe of adequate thickness with machined grooves for the wire rope. The length/Dia should be sufficient to wind the wire rope in one layer only when the drum is in the fully wound position. Drum shall be mounted on antifriction ball roller bearings. Rope Drum Dia to Wire Rope Dia Ratio of Min 22:1 shall be maintained while designing the Rope Drum. Rope should be guided by Heady Duty spring Loaded Cast Iron Wire Rope Guide. 23 Sheaves - Sheaves machined out of Cast Iron with adequate no of grooves to suit the no. of falls. 24 Gear boxes - All gear boxes in the crane shall be rugged and totally enclosed im dustproof construction filled with oil Straight or helical spur gear should be used for all motions (worm, bevel gears should not be used) All gears shall be of EN9 and pinions of EN-24 with suitable hardness, hardened with machine cut or hobbed teeth, metric module only. The long travel mechanism shall be driven by two separate gearboxes at both ends of the span. All the extended shaft and end covers on gear box shall be provided with good quality oil seal to prevent leakage. Hoist should be provided with Heavy Duty Planetary Gearbox and CT/LT motion shall be provided with Helical Gearboxes All Gearboxes should be brought out from reputed manufacturers. No self-assembled fabricated gearboxes to be used by crane supplier. 25. Coupling - Gear couplings at all places, if required. 26 Bearings -Antifriction type Ball roller bearings of SKF/FAG URB/NTN/TIMKEN/RHP (NSK) make. |
| 56 | 27 Brakes -Electromagnetic Friction Disc Type Ball brake for all operations with safety interlock for automatic operation on power failure. I No Brake to be provided for each Motor. Torque Rating of Hoist Brake shall be Min 2x the Motor Torque and that of CT/ LT Brakes shall be Min 1.25x the Motor Torque. 28 Limit switch - a All the limit switches on crane make shall be L&T/BCH/ Giovenzana of Heavy-Duty type only. b. Hoist Limit Switches shall be actuated by actuator mounted on Wire Rope Guide. C Two way lever type limit switch for CT LT motions. 29. Wheels - Double Single flanged Taper straight tread type made of EN 9 material fitted with anti Inction type bearings. They shall be mounted on a suitable housing for easy removal and maintenance. Ne of Wheels in a single side of rail 2 Nov LT wheel base Span 5 Min. 30 Hoisting Motor - Sq cage type Motors shall be totally enclosed, energy efficient, 150 starts per hour. 40% CDF 3 phase squirrel cage induction motors confirming to IS 325 having Class F or better insulation. Duty cycle of the motors shall beS4 or better. Phase Loss Phase Sequence: Undervoltage Over Voltage protection shall be provided for the motors The motors shall be of KIRLOSKAR ABB CO SIEMENS BHARAT BULEE ONLY NO EQUIVALENT MAKE. 31 C.T & L.T. Motor Make Type - Sq Cage type. Motors shall be totally enclosed, energy efficient. 150 starts per hour. 40% CDF 3 phase squirrel cage induction motors confirming to 15 325 having Class F or better insulation Duty cycle of the motors shall be$4 or better Phase Loss Phase Soquence Undervoltage Over Voltage protection shall be provided for the motors The motors shall be of KIRLOSKAR ABB CG SIEMENS BHARAT BULEE ANY OTHER REPUTED MAKE. 33 Crane Operation - The crane shall be uperated through pendent push button station moving independently and shall have mushroom type emergency push button Pendent shall be suspended with Pendent Cable only tie. Cable with in belt wire ropes to support the weight of pendent). |
| 57 | 34. Power Supply - Power supply to motors, control circuit, lighting, hand lamp brakes etc shall be as per relevans standards through flexible PVC cables Current Carrying Capacity of CablesPower supply shall be Min 2 tumes the rated current of the Motors fed by the Cable Min Size of Power Cable shall be 2.5 Sq mmm and Min Size of Control Cable shall be 1.5 sq mun. 35. Painting - All part of the crane shall be 2 coats of Synthetic Enamel Color Golden Yellow make Neroli or Equivalent. 36. Rails - Only BRIGHT Bars shall be used as LT Rail or LBS Rail Sections with Clamps Black Bars shall not be used as Rail. 37. T. Track Festoon Trailing Cable System shall be supplied for Travel Lengths less than 10M and Shrouded GI DSL. System shall be supplied for Travel Length more than 10M: No Taut Wire Arrangements to be supplied for power feeding to Crane. |
| 58 | Supply, Installation Testing & Commissioning. 300 mm Dia MS rising mains of 600 mm wall thickness including coupling and laying for discharge of the storm of the pumping plant including excavation laying of the pipe etc. 1.0 to 1.50 Mtr. deep into the underground trench excavated in the existing road etc all comp. as per direction of E/inch. as per the unit rate analysis. |
| 59 | Supply, Installation Testing & Commissioning. 600 mm Dia MS rising mains of 6 mm wall thickness including coupling and laying for discharge of the storm of the pumping plant including excavation laying of the pipe etc. 1.0 to 1.50 Mtr. Deep into the underground trench excavated in the existing road etc all comp.with required civil work and complete in all respect |
| 60 | Supply, Installation Testing & Commissioning of 400 KVA DG Set with Engine Model DV8ETA 4G2 & Coupled with KG-make Alternator Water Cooled with Standard Panel, Acoustic Enclosure & Base frame.with required civil work and complete in all respect |
| 61 | Supply, Installation Testing & Commissioning of 630 kva CSS transformer complete in all respect. Particulars (a) Designation (b) Transformer Location - Out Door (c) Degree of protection - IP -55 (as per IS :2147) (d) Rated output -01 No 630 KVA (e) No load transformation ration 11/0.433 KVA - 1 No (f) Number of Phase - Three (g) Rated frequency - 50 Hz. (h) Number of windings/ (i) Method of Connection (ii) HV winding - Delta (iii) LV winding - Star (i) Vector group - DYN - II (j) Impulse (peak) (k) Power frequency (Dry and wet) (l) Bushing (i) Voltage Classes HV Line LV Line (ii) Impulse (iii) Power Frequency with stand HV LV |
| 62 | Supply, Installation Testing & Commissioning of HT VCB/Panel for 630 kva CSS transformer complete in all respect. Particulars (a)11kv 800A 26.3KA HT VCB (b) Overcurrent & earth fault relay (c) Master Trip Relay (d) TRIP CIRCUIT SUPERVISION RELAY (e) Three Phase ammeter, Acc. CI::1.0 (f) Three Phase voltmeter, Acc. CI::1.0 (g) Multifunction meter (h)Fixed type Voltage Transformer 100VA/v3/110V/3 (i) Current trasnformer resin cast dual core (j) 20A fuse base for bolted type fuse link, Size :F1 (k) 6A off set clip in type HRC fuse link, Size:F1 (l) 6A 1P 10KA, C-curve MCB (m) Auxilary Relay (n) Indicating light (o) Panel led lamp 150 mm (p) Door limit switch (q) Space heater 100W/230V (r) Thermostat (s) TNC 25A (t) Control terminal Block (u) Power Pack230V AC-24VDC 7AH (v) Emergency push button with NC Element |
| 63 | Supply, Installation, Testing & Commissioning of MS Work Specify as per site requirment. |
| 64 | UNDER GROUND CABLES Supplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 65 | 240 Sqmm 3.5 Core |
| 66 | 120 Sqmm 3.5 Core |
| 67 | Supply and burring of safe Earthing electrode pf T-39 Cu Copper coated, Length up to 3000mm, outer pipe 76.03 x 3.2 inner pipe 42.4 mm x 2.6 mm, terminal Dia 12mm, coating 80- 100 micro filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs active soil (BFC) capable of reducing the soil restively with good mixture of retaining capacity along with 30 CM square CI Frame with hinged cover & masonry housing. (from electrode terminal to switch board cost of 25x3 copper strip will be extra. |
| 68 | 11 KV Work |
| 69 | Supply/fabrication and Erectionof 11 KV Double Pole Cable Exposure D/C complete with 410 SP-55 11 mtr long ST Pole-2 Nos, 11 kv pin insulator with pin and nut-9 nos, top channel 100x50 mm, MS angle 65x65x6mm, LT XLPE cable AL. 1x240sqmm-18mtr, danger board with clamp-2 nos, barbed wire, pole fencing-2 nos, aluminium lug- 12 nos, holding MS clamps-12 nos, nut bolts etc icluding painting of pole with aluminium paint over red oxide primer all complete as per UPPCL specification |
| 70 | S\E of 11 KV TPMO switches on poles including handle rod etc. complete in all respects as approved by E\I. (Previous Sanction Rate) (PS Rate) |
| 71 | S\E of 11 KV D.O. fuse set on poles complete in all respects as per approval of E\I. (Previous Sanction Rate) (PS Rate) |
| 72 | Supply and Laying of 80 mm dia G.I. pipe for the purpose of cable on the run pole through this G.I. pipe from level as cable carrier pipe should be tied with 2Nos. 50x6mm flat iron clamp with pole as per direction of E/I |
| 73 | Supply and laying of185 sq. mm 3 core standered aluminium conductor XLPE(Cross linked polyethylene)insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connectedwith earth conductor by clamps etc. (Supply Rs 1045 + Laying Rs. 910 = Rs. 1955 ) |
| 74 | supplying and making 185 sqmm3 Core outdoor cable end termination with heatshrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required all complite as per direction of E/Ic. |
| 75 | Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundationincluding the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. |
| 76 | S/FofLEDStreetLightFittingwithmandatorydriversethavingdiecastaluminium body and lenses suitable for 140 to 150 watt. Confirming to IP 66 protection having company LOGO engraved complete in all respect including labour as per direction of E/I.SI.No. 1425/2018Cat-AAA.15400-16500system lumensHigh PowerLEDwith Lenses,>1101m/W,PF<0.95THD<10%atfullload,CRI>70,Potteddriverset(Not Circuitory) Phase to Phase Protection at 440V & > 300V auto cut and re-start feature, with 5 years warrantee. Proper completion of work as per direction of E/I - CAT-AAA |
| 77 | PART-C |
| 78 | Operation & Maintanance On Part-B |
| 79 | Operation of Part-A 1st Year (0.5 % on Part-B) |
| 80 | Operation and Maintanance of Part-A 2nd Year (1 % on Part-b) |
| 81 | Operation and Maintanance of Part-A 3rd Year (1.25 % on Part-b) |
| 82 | Operation and Maintanance of Part-A 4th Year (1.5 % on Part-b) |
| 83 | Operation and Maintanance of Part-A 5th Year (2 % on Part-b) |
| 84 | G-20 ROAD (200 KL) |
| 85 | PART-A (200 KL Sumpwell) |
| 86 | Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth. 1 5m in width as well as 10 sqm on plan) including disposal of excavated carth, lead upto Som and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Analysis Rate) |
| 87 | 0.0 to 1.50 Mtr |
| 88 | 1.50 to 3.0 Mtr |
| 89 | 3.0 to 4.50 |
| 90 | 4.50 to 6.0 Mtr |
| 91 | Providing and laying in cement concrete 14:8 (1 cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work, in foundation and floors. (DSR 4.1.8) |
| 92 | 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 Concrete of M30 grade with minimum cement content of 350 kg/cum (For R.C.C. Lintel) For 398 kg/Cum. (DSR - 5.33.2.2) |
| 93 | 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 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. Concrete of M30 grade (For R.C.C. Beam) For 398 kg/Cum. (DSR - 5.33.2.2+48*6.00) |
| 94 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse regate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures 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 fishing and reinforcement as per direction of the engineer-in-Charge for the following grades of concrete. Note Estra cement up to 10% of the minimum specified cement content in design mix shall be payable separately in case the cement content indesign mix in 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 Concrete of M-30 grade with minimum cement content of 350 kg/cum (For R.C.C. Slab) For 398 kg/Cum. (DSR - 5.33.2.2) |
| 95 | 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 recommended proportions as per 15 9103 to accelerate / retard setting of concrete, to improve durability and workability without pairing strength, including pumping of concrete to site of laying curvig, 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 moor bear the cost of extra cement All work upto plinth eve Concrete of M-30 grade with minimum cement content of 350 kg/cum For R.C.C. Footing or Raft) For 398 kg/Cum. (DSR - 5.33.2.2) |
| 96 | 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 cernent content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cement content of 350 kg/cum 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 Concrete of M30 grade with minimum cement content of 350 kg /cum (For R.C.C. Column) For 398 kg/Cum (DSR - 5.33.2.2) |
| 97 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia (DSR - 20.3.1*0.8667) |
| 98 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level (Sanctioned Rate) |
| 99 | Brick work in super-structure above plinth level including necessary cutting and moulding of brick work as required and also inchading honeycombed brick work in thickness of wall more than 12cms (1:6 cement & coarse sand I cement 6 coarse sand) (DSR 6.4.2) |
| 100 | 12 mun cement plaster of mix: 1:6 (1 cement: 6 coarse sand) (DSR 13.1.2) |
| 101 | 12 mm cement plaster on the fair side of single or half brick wall of mix :1:6 (1 cement: 6 coarse sand)(DSR 13.1.2) |
| 102 | Cement plaster 1.3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 20 mm cement plaster. (DSR 13.9.2) |
| 103 | Supply & fixing of flush doors commercial quality conforming to IS 2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally (a) 35mm thick (DSR 9.21.2) |
| 104 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods, gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required complete. |
| 105 | (b)Providing & Fixing of door/windows grill (DSR 10.26.1) |
| 106 | (c)Z-Section steel windows. (DSR 10.25.2) |
| 107 | (d)Angle iron door chaukhat 40*40*5 (DSR 10.31) |
| 108 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface)(DSR 13.82.2) |
| 109 | Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials (DSR 13.44.1) |
| 110 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Ceiling) (DSR 13.88.2) |
| 111 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws ect. Complete. (DSR - 9.63.1) |
| 112 | (a)250 mm x 10 mm |
| 113 | (b)200 mm x 10 mm |
| 114 | Providing and fixing ISI marked oxidised MS handles conforming to ES 4992 with necessary screws. ec complete 125 mm(DSR - 9.66.1*0.8667) |
| 115 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small acies not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3 Hi-gloss apcolite superla:, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt dust and other foreign maiter sand papering and stoping including cost of all itaterials labour tools and plants etc required for proper completion of the work (DSR 13.53.1) |
| 116 | Same as item 21 above but on new wood surface (DSR 13.61.1) |
| 117 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies terraces etc consisting of following operations a) Applying a slurry coat of neat cement using 275 kg/sqm of cement admixed with water proofing compound confornung to IS 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment b) Laying brick bats with mortar using broken bricks/brick bais 25 mm to 115 mm size with 50% of cement mortar 15 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 15 (cement 5 coane sand) admixed with water proofing compound. IS 2645 and approved by Engineer-in-charge to requned slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper canng applying a second coat of cement slurry using 2.75 kg sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge di Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in- charge including 1 (DSR 22.7.1) |
| 118 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC. kitchen and the like consisting of 1) Ist course of applying cement slurry 4, 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface) IInd course of 20mm cement plaster 13 (1 cement 3 coarse sand) maxed with water proofing compound in recommended proportion mcluding rounding off junction of vertical and horizontal surface IIIrd course of applying blown or residual bitumen applied hot at 17 Kg per sqm of area iv) IVth course of 400 micron thick PVC sheet (Overlaps at jomts of PVC sheet should be 100 mm wide and pasted to cach other with bitumen 17 Kg/sqm)(DSR - 22.5) |
| 119 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior. sewage & water treatment plant, tunnels subway and bridge deck etc at the time of transporting of concrete into the drum of the ready-mix trick, using integral crystalline admixture 0.80% (marumum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer"s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in AC1-212-3R- 2010 ie by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be camed out all complete as per specification and the direction of the Engineer- m-charge The product performance shall carry guarantee for 10 years against any leakage (DSR - 22.22*) |
| 120 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm ckness to be specified by the manufacturer) of ist quality conforming IS15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 14 (1 Cement 4 Coarse sand), Jointing with grey cement slurry 3.3 kg xqm mcludingpointing the joints with white cement and matching pigment etc complete. (DSR - 11.37*) |
| 121 | Cement concrete flooring 124 () cement 2 coarse sand 4 graded. one aggregate) finished with a floating coat of neat cement, including cenen siurry, but excluding the cost of nosing of steps etc complete) mun thick with 20 mm nominal size stone. (DSR 11.3.1) |
| 122 | Centering and Shuttering including strutting, propping etc. and removal of form for. |
| 123 | Suspended floors. Roofs, landings, balconies and access platform. (DSR - 5.9.3*) |
| 124 | Lintels. Beams. Plinth beams, girders, bressumers and cantilevers. (DSR - 5.9.5) |
| 125 | (c) Columns. Pillars, Piers, Abutments. Posts and Struts. (DSR - 5.9.6*) |
| 126 | PART-B |
| 127 | Supply, Installation Testing & Commissioning of diesel driven /Electric sewage VT Pumping plant including column assembly Suction Stainer Tee Reducer, coupling with all connected Equipment etc all Complete (Kirloskar, Flowmore, or Equialent make and should be relevant to IS/B3 Standard 10000 LPM 3 Phase, VT set 12 M head Sutable HP with required civil work and complete in all respect Pumpset Data Sheets Liquid - Storm Water/Flood Water Sp. Gravity - 1.10 Pump Capacity - 82.5 HP Pump Size - 26"" Pump Speed - 992 RPM Dischage - 2100 m3 Wowl load - 12.8 Mtr Wowl Eff. - 86.57 Lubrication - sift Notes Moter Rating - 110 KW Speed - 992 RPM Make - ABB Frame - M284 x 3155 M |
| 128 | PCD - 620 No - Holes - 20 Dia of holes - 28 thickness - 32mm Temp - deg C - Amb Viscosity - poise - Water Pump Type - Axial Flow Type No. of Stages - No"s - 2 Sync. Speed - Rpm - 1500 Pump Efficiency Minimum - % - 86.5 Driver Type - RC Cooled Engine/VSS VI Mounting Motor Constructional Details Impeller Type - Open Type lmpeller Gland Packed/Mech Seal - Gland Packed Line Shaft bearing Lubrication - Self Water Lubrication Sump Depth - M - 6M Pump Setting Length (Stainer to sole plate) - 5.80 M - Approximate Location of Delivery Branch - Below Floor Discharge. Type of Column Type of Column Joint - Flanged Material of Construction Casing - 1.5-2% NICI CI FG 260 Impeller Line Shaft - SS410 Impeller Shaft - SS410 Shaft Coupling - SS410 Stainer - Steel Shaft Sleeve - SS410 Neck Rings - CF8 Sole Plate - MS Column Pipe - MS Discharge Head |
| 129 | Flange Drilling- Mfg. Std. Painting - As per Mfg. Std. Scope of Supply Pump - as per above Stainer - as per above |
| 130 | Supply, Installation Testing & Commissioning of Startr Sutable for Above Pump with Required Civil work and Complete in all respect. Supply of LT panel with two incoming an 6 outgoing for pump, EOT crane, light & fan, for spare of PPT, Suitable capacity of Fully Automatic star delta starter comprising of GE Make which will be contain following item as per given below. l. Contactor of suitable ratings. m. TOR of Suitable ratings. n. PB Switches o. Dual Amp & Voltmeter p. Amp meter Selector Switch q. Toggle Switches r. Indicating Lamps Phase Failure s. Phase reversal relay t. Single phase preventer u. Capacitor of suitable ratings. v. GSM |
| 131 | Supply, Installation Testing & Commissioning of NR Valve special design for sewage purpose. Flanged end as per IS : 5312 Body, Cover-CI IS : 210, Gr. FG260 Door-CI IS : 210 Gr. FG260 Body Ring - bronze IS : 318 Gr. LTB2 Door Face - Natural Rubber Hinge Pin - SS ASTM A276 Type 410 Fasteners - CS IS : 1367, CL - 4.6/4.0 Gasket-Natural Rubber Flange Drilling - IS : 1538, Table 4 & 6 |
| 132 | 300 mm dia. |
| 133 | 600 mm dia. |
| 134 | Supply, Installation Testing & Commissioning of Cast Iron Rising Spindle Sluice Valve Flanged end as per IS : 14846 Body, Cover - CI IS : 210, Gr. FG260 Door-CI IS:210, Gr. FG260 Body Ring-Bronze IS : 318 Gr. LTB2 Door Face-Natural Rubber Hinge Pin - SS ASTM A276 type 410 Fasteners - CS IS : 1367, CL -4.6/4.0 Gasket-Natural Rubber Flange Drilling - IS : 1538, Table 4 & 6 |
| 135 | 300 mm dia. |
| 136 | 600 mm dia. |
| 137 | Supply, Installation Testing & Commissioning Traveling crane supply of 10 Ton Capacity 6 Mtr. Mt 12 Mtr. Span traveling crane standard make capacity block extra with required material (Indent/Mints or Equivalent make and should be relevant to IS/BS standard) complete in all respect with required civil work and complete in all respect. 1 . Type - Single Girder Crane for indoor application. 2. Type of Application - The Pump house. 3. Class of Duty -M5 as per IS 3177. 4. Standards - The crane to be Devid Manufactured and tested in accordance with the latest revisions & eshitions of IS IT IS 3177 and other relics ani pode and standards in medicured under Paragraph 5.0. 5. Location - Indoor. 6. Capacity SWL - 10 Tonnes. 7. Height of track rail - 5.9 Mtr above floor level (refer sketch) 8. Span - 9 Mtr. 10. Clearance height above the gantry rail - 1100 mm. 11. Cross trave of Crane - 9 Mtr. 12. Speeds, hoisting/lovering - 266 m/min (approximately), Cross travel - 17.0 m/min (approximately), Long Travel - 20.0 m/min (approximately), 13. Bridge Girder - Bridge girder shall be RSJ type with rubber bullet Indian Standard hot rolled structura sections as per 808-1957 IS 1173- 1957 IS 1864-1963 IS 800-1962 IS 816 1956 Garder should the strong and rugged to withstand the most severe condonatios of loads/swester diferent working conditions The Bridge Girder shall be designed to love maximum deflectim of span 900 at SWL in order to have better structural indegrity Sufficunt space shall be provided for ease of maininanis. 14. End Carriage - Fabricated out of MS Plate or C Channel of saitabile size to farm box except for essential openings which should be renforced. End camages se be fitted with substantial safitty stops to prevent the crane from falling and should not lnterfere with removal of wheel. 15. - - . 16. Cross travel and Long travel wheel - 0.75 KW 2 drive for LT motor and 0.55 KW 2 drive for CT motor LT Wheels shall be Double Flanged and CT Wheels Single Flanged of EN 9 nutinal. The item should be machined and hardened to required hardness. The wheals to be mounted on anninction bearings and shall |
| 138 | facilitare easy removal & replacement. 17. Hook - Shall beshank C type forged steel conforming to IS 15560 with spring loaded safety laich and mounted on thrust bearing for freely swiveling. 18. Wire rope - Fibre or Steel core 6x36 or 6x37construction as per IS-2266 of Usha Martin Make Diameter so be specified by supplier. 19. Quality of steel for wire rope - 1960 KN as per IS-2266. 20 No of rope falls supporting the load - 6 21. Factor of safety for the wire rope - Min 5. 22. Rope drum - Machined out of seamless pipe of adequate thickness with machined grooves for the wire rope. The length/Dia should be sufficient to wind the wire rope in one layer only when the drum is in the fully wound position. Drum shall be mounted on antifriction ball roller bearings. Rope Drum Dia to Wire Rope Dia Ratio of Min 22:1 shall be maintained while designing the Rope Drum. Rope should be guided by Heady Duty spring Loaded Cast Iron Wire Rope Guide. 23 Sheaves - Sheaves machined out of Cast Iron with adequate no of grooves to suit the no. of falls. 24 Gear boxes - All gear boxes in the crane shall be rugged and totally enclosed im dustproof construction filled with oil Straight or helical spur gear should be used for all motions (worm, bevel gears should not be used) All gears shall be of EN9 and pinions of EN-24 with suitable hardness, hardened with machine cut or hobbed teeth, metric module only. The long travel mechanism shall be driven by two separate gearboxes at both ends of the span. All the extended shaft and end covers on gear box shall be provided with good quality oil seal to prevent leakage. Hoist should be provided with Heavy Duty Planetary Gearbox and CT/LT motion shall be provided with Helical Gearboxes All Gearboxes should be brought out from reputed manufacturers. No self-assembled fabricated gearboxes to be used by crane supplier. 25. Coupling - Gear couplings at all places, if required. 26 Bearings -Antifriction type Ball roller bearings of SKF/FAG URB/NTN/TIMKEN/RHP (NSK) make. |
| 139 | 27 Brakes -Electromagnetic Friction Disc Type Ball brake for all operations with safety interlock for automatic operation on power failure. I No Brake to be provided for each Motor. Torque Rating of Hoist Brake shall be Min 2x the Motor Torque and that of CT/ LT Brakes shall be Min 1.25x the Motor Torque. 28 Limit switch - a All the limit switches on crane make shall be L&T/BCH/ Giovenzana of Heavy-Duty type only. b. Hoist Limit Switches shall be actuated by actuator mounted on Wire Rope Guide. C Two way lever type limit switch for CT LT motions. 29. Wheels - Double Single flanged Taper straight tread type made of EN 9 material fitted with anti Inction type bearings. They shall be mounted on a suitable housing for easy removal and maintenance. Ne of Wheels in a single side of rail 2 Nov LT wheel base Span 5 Min. 30 Hoisting Motor - Sq cage type Motors shall be totally enclosed, energy efficient, 150 starts per hour. 40% CDF 3 phase squirrel cage induction motors confirming to IS 325 having Class F or better insulation. Duty cycle of the motors shall beS4 or better. Phase Loss Phase Sequence: Undervoltage Over Voltage protection shall be provided for the motors The motors shall be of KIRLOSKAR ABB CO SIEMENS BHARAT BULEE ONLY NO EQUIVALENT MAKE. 31 C.T & L.T. Motor Make Type - Sq Cage type. Motors shall be totally enclosed, energy efficient. 150 starts per hour. 40% CDF 3 phase squirrel cage induction motors confirming to 15 325 having Class F or better insulation Duty cycle of the motors shall be$4 or better Phase Loss Phase Soquence Undervoltage Over Voltage protection shall be provided for the motors The motors shall be of KIRLOSKAR ABB CG SIEMENS BHARAT BULEE ANY OTHER REPUTED MAKE. 33 Crane Operation - The crane shall be uperated through pendent push button station moving independently and shall have mushroom type emergency push button Pendent shall be suspended with Pendent Cable only tie. Cable with in belt wire ropes to support the weight of pendent). |
| 140 | 34. Power Supply - Power supply to motors, control circuit, lighting, hand lamp brakes etc shall be as per relevans standards through flexible PVC cables Current Carrying Capacity of CablesPower supply shall be Min 2 tumes the rated current of the Motors fed by the Cable Min Size of Power Cable shall be 2.5 Sq mmm and Min Size of Control Cable shall be 1.5 sq mun. 35. Painting - All part of the crane shall be 2 coats of Synthetic Enamel Color Golden Yellow make Neroli or Equivalent. 36. Rails - Only BRIGHT Bars shall be used as LT Rail or LBS Rail Sections with Clamps Black Bars shall not be used as Rail. 37. T. Track Festoon Trailing Cable System shall be supplied for Travel Lengths less than 10M and Shrouded GI DSL. System shall be supplied for Travel Length more than 10M: No Taut Wire Arrangements to be supplied for power feeding to Crane. |
| 141 | Supply, Installation Testing & Commissioning. 300 mm Dia MS rising mains of 600 mm wall thickness including coupling and laying for discharge of the storm of the pumping plant including excavation laying of the pipe etc. 1.0 to 1.50 Mtr. deep into the underground trench excavated in the existing road etc all comp. as per direction of E/inch. as per the unit rate analysis. |
| 142 | Supply, Installation Testing & Commissioning. 600 mm Dia MS rising mains of 6 mm wall thickness including coupling and laying for discharge of the storm of the pumping plant including excavation laying of the pipe etc. 1.0 to 1.50 Mtr. Deep into the underground trench excavated in the existing road etc all comp.with required civil work and complete in all respect |
| 143 | Supply, Installation Testing & Commissioning of 400 KVA DG Set with Engine Model DV8ETA 4G2 & Coupled with KG-make Alternator Water Cooled with Standard Panel, Acoustic Enclosure & Base frame.with required civil work and complete in all respect |
| 144 | Supply, Installation Testing & Commissioning of 630 kva CSS transformer complete in all respect. Particulars (a) Designation (b) Transformer Location - Out Door (c) Degree of protection - IP -55 (as per IS :2147) (d) Rated output -01 No 630 KVA (e) No load transformation ration 11/0.433 KVA - 1 No (f) Number of Phase - Three (g) Rated frequency - 50 Hz. (h) Number of windings/ (i) Method of Connection (ii) HV winding - Delta (iii) LV winding - Star (i) Vector group - DYN - II (j) Impulse (peak) (k) Power frequency (Dry and wet) (l) Bushing (i) Voltage Classes HV Line LV Line (ii) Impulse (iii) Power Frequency with stand HV LV |
| 145 | Supply, Installation Testing & Commissioning of HT VCB/Panel for 630 kva CSS transformer complete in all respect. Particulars (a)11kv 800A 26.3KA HT VCB (b) Overcurrent & earth fault relay (c) Master Trip Relay (d) TRIP CIRCUIT SUPERVISION RELAY (e) Three Phase ammeter, Acc. CI::1.0 (f) Three Phase voltmeter, Acc. CI::1.0 (g) Multifunction meter (h)Fixed type Voltage Transformer 100VA/v3/110V/3 (i) Current trasnformer resin cast dual core (j) 20A fuse base for bolted type fuse link, Size :F1 (k) 6A off set clip in type HRC fuse link, Size:F1 (l) 6A 1P 10KA, C-curve MCB (m) Auxilary Relay (n) Indicating light (o) Panel led lamp 150 mm (p) Door limit switch (q) Space heater 100W/230V (r) Thermostat (s) TNC 25A (t) Control terminal Block (u) Power Pack230V AC-24VDC 7AH (v) Emergency push button with NC Element |
| 146 | Supply, Installation, Testing & Commissioning of MS Work Specify as per site requirment. |
| 147 | UNDER GROUND CABLES Supplyandlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. (UPP PWD SOR 2018/501) |
| 148 | 240 Sqmm 3.5 Core |
| 149 | 120 Sqmm 3.5 Core |
| 150 | Supply and burring of safe Earthing electrode pf T-39 Cu Copper coated, Length up to 3000mm, outer pipe 76.03 x 3.2 inner pipe 42.4 mm x 2.6 mm, terminal Dia 12mm, coating 80- 100 micro filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs active soil (BFC) capable of reducing the soil restively with good mixture of retaining capacity along with 30 CM square CI Frame with hinged cover & masonry housing. (from electrode terminal to switch board cost of 25x3 copper strip will be extra. |
| 151 | 11 KV Work |
| 152 | Supply/fabrication and Erectionof 11 KV Double Pole Cable Exposure D/C complete with 410 SP-55 11 mtr long ST Pole-2 Nos, 11 kv pin insulator with pin and nut-9 nos, top channel 100x50 mm, MS angle 65x65x6mm, LT XLPE cable AL. 1x240sqmm-18mtr, danger board with clamp-2 nos, barbed wire, pole fencing-2 nos, aluminium lug- 12 nos, holding MS clamps-12 nos, nut bolts etc icluding painting of pole with aluminium paint over red oxide primer all complete as per UPPCL specification |
| 153 | S\E of 11 KV TPMO switches on poles including handle rod etc. complete in all respects as approved by E\I. (Previous Sanction Rate) (PS Rate) |
| 154 | S\E of 11 KV D.O. fuse set on poles complete in all respects as per approval of E\I. (Previous Sanction Rate) (PS Rate) |
| 155 | Supply and Laying of 80 mm dia G.I. pipe for the purpose of cable on the run pole through this G.I. pipe from level as cable carrier pipe should be tied with 2Nos. 50x6mm flat iron clamp with pole as per direction of E/I |
| 156 | Supply and laying of185 sq. mm 3 core standered aluminium conductor XLPE(Cross linked polyethylene)insulated PVC bedded, Galvanised flat steel strip armoured cables confirming to I.S. 7098 (Part-II with latest amendments) II KV grade at a depth of 900 mm below ground level over a cushion of 100 mm thick fine river sand all around and protected with well burnt bricks on sides and on top put across. The armouring of cable shall be properly connectedwith earth conductor by clamps etc. (Supply Rs 1045 + Laying Rs. 910 = Rs. 1955 ) |
| 157 | supplying and making 185 sqmm3 Core outdoor cable end termination with heatshrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required all complite as per direction of E/Ic. |
| 158 | Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundationincluding the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. |
| 159 | S/FofLEDStreetLightFittingwithmandatorydriversethavingdiecastaluminium body and lenses suitable for 140 to 150 watt. Confirming to IP 66 protection having company LOGO engraved complete in all respect including labour as per direction of E/I.SI.No. 1425/2018Cat-AAA.15400-16500system lumensHigh PowerLEDwith Lenses,>1101m/W,PF<0.95THD<10%atfullload,CRI>70,Potteddriverset(Not Circuitory) Phase to Phase Protection at 440V & > 300V auto cut and re-start feature, with 5 years warrantee. Proper completion of work as per direction of E/I - CAT-AAA |
| 160 | PART-C |
| 161 | Operation & Maintanance On Part-B |
| 162 | Operation of Part-A 1st Year (0.5 % on Part-B) |
| 163 | Operation and Maintanance of Part-A 2nd Year (1 % on Part-b) |
| 164 | Operation and Maintanance of Part-A 3rd Year (1.25 % on Part-b) |
| 165 | Operation and Maintanance of Part-A 4th Year (1.5 % on Part-b) |
| 166 | Operation and Maintanance of Part-A 5th Year (2 % on Part-b) |
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