Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Tender Inviting Authority: Superintending Engineer, CSN Name of Work: Centralized Water Supply Scheme at Waluj... Providing , erecting and testing of pumping machinery at BramhGahvan Jackwell along with Electromechanical and allied works ... Contract No: Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description of Material Required for CCTV System Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Amount Excluding GST Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Cat (A) - |
| 3 | Providing, installing, commissioning and testing of VERTICAL TURBINE, self water lubricated above floor type pump capable of discharging raw water at the rate of minimum 1800 Cum/ Hr.(Minimum 3600 Cum./Hr. when two pumps running in parallel) at the duty point head of 75 Mtr with 1480 rpm including stainless steel basket type strainer, bowl assembly, column assembly, discharge head , thrust bearing block, base plate of suitable size with minimum thickness of 32 mm, connecting stool etc. complete as per latest IS specifications. The column pipes shall be manufactured from ERW pipes of 12 mm thick and each of maximum 1.5 m length provided with anticorrosive and special treatment paint and all line shafts and impellers shafts of stainless steel AISI 410 including all consumable materials, accurate digital / glycerin filled type pressure gauge to read entire range of pressure complete with necessary tubing's and control valve. The pump should have flat efficiency characteristics between operating range as per detail item specifications. |
| 4 | Providing, installing, commissioning & testing and trial of Verticle solid shaft squirrel cage induction motor of capacity to run the pump with specifications as mentioned in item no. 1 above, of miniimum 900 HP / 670 KW with \\"F\\" class insulation and B class temperature rise with thermostat protection embedded in stator winding complete operating on 3.3KV, 50Hz, 3 Ph, 1475 RPM AC power supply suitable to drive the pump in item no.1 complete with all accessories required including motor stand seperately for keeping the motor on floor while doing maintenance as per detailed specifications complete. |
| 5 | Designing , manufacturing , providing , installing, commisioning and testing of 3.3 KV SWITCH BOARD PANEL consisting of 3 incomers, 2 bus coupler and 6 No. outgoing feeders consisting of vaccum circuit breakers of suitable capacities ( 3 nos. for motor feeder + 2 nos. for capacitors +1 Nos. for spare feeder ),Fully automatic FCMA soft starter- 3 nos ( separate pannel for soft starter) draw out type appropriate with making current setting by way of relay etc , bus bars , Digital Energy monitoring equipments, digital measuring instruments , digital power measurement system ,current transformers, potential transformers, complete protection relays , operating buttons , indicating lamps and all standard accessories etc complete suitable for operation and control of motors provided under item no.2 above The panel shall be provided as per detailed specifications. |
| 6 | Providing, erecting, testing & commissioning of 300 KVAR 3.6 KV fixed capacitor panel for 760 KW , 3.3 KV , 3 phase Motor with HT Capacitors 300 KVAR, 3.6 KV , 3 ph , 50 C/s with all required switchgear , Bus bar, relay, isolator , Contactor, Ammeter / Voltmeter with Selector switch & indicating Lamp space heater + thermostate, epoxy insulator, series reactor etc complete . The complete panal to be fabricated out of 14 SWG CRCA sheet powder coated & erected & commissioned on necessary channel & angle frame work etc complete |
| 7 | Providing, erecting, testing & commissioning of 150 KVAR 3.6 KV fixed capacitor panel for 2600 KVA , 33 KV/3.3 KV tansformer with HT Capacitors 150 KVAR 3.6 KV , 3 ph , 50 C/s with all required switchgear , Bus bar, relay, isolator , Contactor, Ammeter / VOltmeter with Selector switch & indicating Lamp space heater + thermostate, epoxy insulator, series reactor etc complete . The complete panal to be fabricated out of 14 SWG CRCA sheet powder coated & erected & commissioned on necessary channel & angle frame work etc complete |
| 8 | Designing, manufacturing, providing, installing, commissioning and testing of 440 V SWITCH BOARD PANEL consisting of 2 incomers, 1 bus coupler and 4 No outgoing feeders consisting of draw out type air circuit breakers, required capacity bus bars, Digital Energy monitoring equipments, digital measuring instruments, digital power measurement system, phase sequence meter, current transformers, protection instruments operating buttons, indicating lamps and all standard accessories etc complete suitable for operation and control of LT loads. The panel shall be provided as per detailed specifications only. |
| 9 | Designing, manufacturing, providing, installing, commissioning and testing of 440 V APFC Panel suitable for maintaining power factor near to unity while operating for 300 KW Load with required control circuit, indication system and all standard accessories with auto On/Off arrangement for contactors etc complete with rearranging capacitor banks of suitable capacities. The panel should have arrangement to sense the complete load of panel to be erected under item no. 4 above with two nos. of incomers etc complete as per detail specifications of the item. |
| 10 | Float and Boost Battery charger for 55 nos. of 2.1 Volts 200 AH Batteries THE SPECIFICATION OF THE CHARGER :FLOAT AND BOOST means two different chargers for float and boost charging as per detail specifications alongwith 2.1 volt /200 AH X 55 Nos. batteries of approved makes etc complete. |
| 11 | Providing and supplying at dept. store or work site DI Dismantling joints suitable to various size of sluice valves, butterfly valves etc with two flanged type, welded to MS pipes made of MS plates of required thickness, bar stock materials with neoprene one piece V gland ring flanged drilled as per IS:1538, studs of electro-galvanised, and joints painted with light grey enamel paint, with necessary machining including hydraulic testing of 18 kg/cm2 . The cost includes all taxes, duties etc with transportation to departmental stores except octroi charges. (Rates excluding GST)a) 600 mm dia |
| 12 | b ) 1800 mm dia |
| 13 | Providing, fixing in position and jointing Ductile Iron Slanting Type Double Flanged Multidoor Non Return Valves with Body, cover & Disc Ductile Iron GGG50, Hinge Pin -SS including bypass arrangement,( Rates to include cost of gaskets, bolts, nuts and any other material required for jointing and also cost of valve, its transportation etc including taxes and duties except octroiA) 600 mm dia , PN - 1.60 |
| 14 | Providing and fixing at site of High-performance Ductile Iron Double Flanged Resilient Seated Electrically operated Butterfly Valve with suitable size Actuator & gear box, double eccentrical disc suitable for bidirectional flow with 100% tight shut off. Valve shall be with Body and disc made of Ductile Cast Iron GGG-40 (EN GJS 400-15), soft seal on the disc and body seat of Stainless Steel (AISI 309 LSI) micro finished weld overlay. The weld shall be a robotic process involving axial rotation of the valve relative to the arc (or vice versa) to ensure a continuous weld deposit providing full, uniform, and uninterrupted coverage of the machined body surface, with no visible discontinuities. Bolted seat ring or manual weld deposit process on valve body shall not be acceptable. Valve shaft shall be made of Stainless Steel 1.4021(AISI 420) with all internal & external hardware Shall be with min AISI 304 / Stainless steel A2 grade or superior. Valve seal and all “O” rings / rubber components shall be made of EPDM approved by WRAS certification W270 suitable for food grade quality. Valve shall be with Fusion bonded epoxy coating with minimum thickness of 300 microns applied on both body & disc inside and outside with blude color RAL 5005. Valve shall be design according to EN593/BS 5163, the face-to-face length shall be Valve shall be design according to EN593/BS 5163, the face-to-face length shall be according to EN 558-1, basic series 13 & 14/BS 5155 & DIN 3202 (Long Body)/ BIS13095 (Long Body) and drilling according to EN 1092-2. Gearbox should be fully enclosed, aintenance-free lubricated for life and should be manufactured and supplied by valve manufacturer. Mechanical operation of gearbox shall be self-locking in fully open and close position of the valve disc. Only the use of worm & worm wheel mechanism shall be used in gearbox. Rates to include cost of Gear box, gaskets, bolts, nuts labor, machinery and any other material required for jointing and also cost of Valve, its transportation etc. completea) 600 mm dia . PN Rating -1.60 |
| 15 | Providing, installing, commissioning & testing of Ductile iron double flanged end electrically actuator operated sluice valve , Non rising spindle ,The general design of valves should be as per \\"IS:14846/2000\\" standard flanged construction , body wedge, gland plate, bonnet in DI grade SGI 500/7 (GGG50) , Spindle of SS 410 and LTB-2/ SS :304 Body and wedge rings. Spindle nut in LB-2 with electric actuator (AUMA/Rotork) & its control panel complete with nuts, bolts , gaskets, washers etc. as per detailed specifications complete.a) 600 mm dia . PN Rating - 1.6 |
| 16 | Supply, Installation, Testing & Commissioning of Ductile Iron 1800mm Ball Valve of rating PN 16 having single piece cast body GGG 40 with internals of of AISI 304 & AISI 416 with internal & external coating of 250 Micronsin RAL 5005. Manufacturer shall also have GSK certification |
| 17 | Supply, Installation, Testing & Commissioning of Ductile Iron Surge Anticipation Valve suitable for 1800 mm dia pipeline and as per hydrauli data mentioned in detailed specification PN 16 |
| 18 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).Dia of Pipe : 600.00 mm (I. D.) Thickness of pipe :7) 12.00mm. |
| 19 | 1800mm Dia (14mm Thickness) |
| 20 | Providing and applying 3 layer polyethylene coating of minimum 3000 micron composite coating and internal fusion bonded epoxy lining as per IS 3589 anex C of 400 micron thickness for underground laying M.S. pipes, Similarly dual layer polyester coating of 400 micron externally and internal fusion bonded lining as per IS 3531 for above ground laying M.S pipe. Rates shall include cost of material coating and wrapping over the pipes, handling charges , preparation of pipe surface all labour, material, including transportation of pipes from site of works to factory and back to site of works after coating etc complete. (The rate is for inside plus outside area both included.) Note- Pipe coating shall be done at factory |
| 21 | Internal Lining (food grade Epoxy) Providing and applying two part food grade polyamide cured solvent less epoxy lining, meeting BIS 16676on the internal surface of MS Pipe afterblast cleaning to SA 2½ with Anchor Profile of >75 Microns Using angular Steel Grit.The minimum dry film thickness (DFT) of internal lining shall be 400 micron (SSPC PA2). The epoxy coating should offer highest resistance to cathodic disbondment and provide excellent adhesion to steel. The manufacturer shall have the certificate issued in support of portable water service for tests of pH, turbidity, total hardness, chloride nitrate, iron, arsenic & fluoride as per IS 10500 : 2003 and IS 16676 : 2017. Site application shall not be permitted.The rates are including loading, unloading, handling and transportation of Pipe etc complete. Note: Product shall be supplied and applied as per detailed specification provided by the department. |
| 22 | Lowering, laying in position to correct line and level including M. S. pipes with / without any outcoating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and transportation upto 500 M. etc. completed as specified.Above 8 mm upto 12 mm thicki) From 750 mm.Upto 1000 mm. dia. |
| 23 | c)Above 12 mm upto 16 mm thick |
| 24 | Welding in all positions with required number of runs, for M. S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.12 mm. |
| 25 | 14 mm. |
| 26 | ii) Above 5 mm. Upto 10 mm. |
| 27 | iii) Above 10 mm. Upto 14 mm. |
| 28 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)In RCC M-200 |
| 29 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F- 17/306)Tor Steel |
| 30 | Dismantling of existing 33/3.3 KV , 2000 KVA trasnformer from plinth including all accessories & Providing, erecting and commissioning 33 /3.3 KV , 2600 KVA trasnformer out door type copper wound transformer as per per IS 1180 (Part I) : 2014 Level I (as per amendment no.(4) to IS 1180 (Part I) : 2014) continuously rated for 3 Ph, 50 Hz, at full load and temp. rise not exceeding 45º C by thermometer in oil and 50ºC by the resistance in winding after continuous run resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY 11, HT side connected in Delta and LT side connected in Star with neutral brought out connected to provided separate earthing.The transformer shall have power terminal arrangement, bushings / cable end box on HT side and cable end box on LT side. 2 Nos. channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer.The transformer should have following standard fittings. Transformer shall be of latest manufacturing standards as per amended IS specifications and the Load & No Load losses shall be as per IS.(as per amendment no.(4) to IS 1180 (Part I) : 2014) 1) Oil conservator with filling hole with cap and plain oil level gauge. 2) Silica gel dehydrating breather charged with Silica Gel. 3) Oil drain valve. 4) Oil filter valve. 5) Lifting eyes / hooks. 6) Two earthing terminals. 7) Diagram and rating plate. 8) Air Vent. 9) Explosion Vent. 10) 100 mm dia thermometer with thermometer pocket 11) Four bi directional plain roller. 12) Bucholtz relay. 13) Resistance Temp. detector. 14) Marshalling box. 15) Automatic Voltage Regulator (AVR). 16) Remote Tap Changing Controller (RTCC) With On Load Tap Changer - 15% to +5% in steps of 1.25% with RTCC, AVR and marshalling box, and other specifications as per TR-4 |
| 31 | Supplying , erecting & terminating XLPE insulated, galvanised steel formed wire armoured (strip) cable 11 kV(E), 3 x 240 sq. mm. aluminium conductor laid in provided trench / pipe as per specification no. CB-HT |
| 32 | Supplying , erecting & terminating XLPE insulated, galvanised steel formed wire armoured (strip) cable 11 kV(E), 3 x 300 sq. mm. aluminium conductor laid in provided trench / pipe as per specification no. CB-HT |
| 33 | Providing and erecting Heat shrinkable indoor termination kit for 11 KV (E) XLPE HT cable 3x240 to 300 sq. mm. with necessary material as per specification no. CB-JT/HT |
| 34 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable, 1100 V 4 core 240 sq. mm. aluminium conductor complete erected with glands & lugs on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL |
| 35 | Providing & erecting hot dipped galvanised ladder type cable tray manufactured from 16 SWG GI sheet of 400 mm width & 100 mm height with required standard accessories. |
| 36 | Providing , supplying , erecting & commissioning of PLC based SCADA system etc complete as per detailed specifications |
| 37 | Providing, erecting and commissioning single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block etc with DSL systema ) 10 Tonne Capacity above 8 m upto 10 m span |
| 38 | b ) 5 Tonne Capacity above 8 m upto 10 m span |
| 39 | Supplying, installing and testing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.I. Rod complete with all accessories of GI materials & recording the results as per specification no. EA-EP |
| 40 | Supply, installing, and testing of maintenance free earthing comprising of electrode of 17.2 mm diameter Low Carbon Steel with 250 micron molecular copper bonded earthing rod of Length 3m along with Carbon based environment friendly back fill ground enhancing compound required to fill up the excavated earth with required quantity (min. 125kg) complete, and recording the results specification no. EA-MF |
| 41 | Supplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required as per specification no EA-EP. |
| 42 | Supplying and erecting copper strip of required sizes used for earthing on wall and/or any other purpose with necessary aluminium clamps fixed on wall painted with bituminous paint with joints required as per specification no EA-EP. |
| 43 | Shifting of utilities like underground electric cables, fibre optic cables, Telephone cables, Gas pipeline, drainage pipelines, water supply pipelines, chambers, storm water drains, etc. all utilities required to shift which will obstruct the alignment of pipeline including all labour, material, equipments, machinery required for complete the work etc. complete.Dismantling and providing new Fibre optic cables or telephone cables or any other cables |
| 44 | Water Supply pipeline for all diameter |
| 45 | Shifting of LT/HT Line |
| 46 | Structures like, chamber, storm water gutter etc. |
| 47 | Dismantling the existing pole up to 6 m height with brackets, clamps, insulators, stay from the c.c. foundation and making the site clear by refilling the pits with excavated materials and bringing it to the ground level. |
| 48 | Dismantling the existing pole above 6 m height with brackets, clamps, insulators, stay from the c.c. foundation and making the site clear by refilling the pits with excavated materials and bringing it to the ground level. |
| 49 | Dismantling the existing overhead line including G.I. wires of all sizes without damaging & making the coils in suitable sizes. |
| 50 | Dismantling the existing lightening arrestor set, insulator from DP structure complete. |
| 51 | Rent for Crane |
| 52 | Jeep hire Charges with driver & fuel |
| 53 | Making Cement concrete foundation including excavation (45 x 45 x 120)cm deep in 1:3:6 cement concrete, 20 to 25 mm stone metal, (45 x 45 x 45)cm/ 45cm dia. x 45cm height plinth duly plastered, with necessary curing and finishing complete. (for 6m pole) |
| 54 | Making Cement concrete foundation including excavation (60 x 60 x 150)cm deep in 1:3:6 cement concrete 20 x 25 mm stone metal, (45 x 45 x 45)cm /45cm dia. x 45cm height plinth duly plastered, with necessary curing and finishing complete. (above 6m to 9m poles) |
| 55 | Making Cement concrete foundation including excavation (60 x 60 x 150)cm deep in 1:3:6 cement concrete, (20 to 25) mm stone metal with necessary curing and finishing complete.(for stay). |
| 56 | Helper |
| 57 | Fitter 1st class |
| 58 | Supplying and erecting G.I. stay set for poles, including loop insulators at inaccessible height with anchor plate 300x300x6 mm., straining screws, G.l. stay wire 7/8 SWG, G.l. stay rod 20mmx1.8m length and pole clamps duly erected in provided cement concrete foundation complete. |
| 59 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material |
| 60 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) |
| 61 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 62 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 63 | Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materialsProviding and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 64 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 65 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 66 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 67 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 68 | Providing random rubble masonry second sort of trap / granite / quartzite / gneiss /jamba stones in cement mortar 1:6 in superstructure racking out joints when plastering is to be done / striking joints when no pointing or plastering is to be done on the inside watering and scaffolding etc.complete. |
| 69 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 70 | Providing flush grooved pointing with cement mortar 1:3 for stone masonry work including scaffolding and curing etc. complete. |
| 71 | Excavator (JCB JS 80 ) |
| 72 | Hydraulic Excavator (BEML BE 200, Tata Hitachi EX200 or equivalent) |
| 73 | Tipper -10 cum (20 Km/Hr) |
| 74 | Pneumatic Road Roller |
| 75 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. Note :One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. Note :Only 85% rate is payable till satisfactory hydraulic testing is given.C lass NP-III (For 2.00 m. length) Coller Joints12) 600 mm. |
| 76 | 15) 900 mm. |
| 77 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all c lass of pipes.) as per IS- 783-1985.Coller Joints12) 600 mm. |
| 78 | 15) 900 mm. |
| 79 | Providing of Ductile Iron D/F non-rising spindle soft seated Resilient seated Gate Valves. Valves in accordance with BS 5163/ EN 1074-1&2 of PN-16 rated, with Body and bonnet of Ductile Iron confirming to EN1563/ GGG40 Wedge fully encapsulated high quality WRAS or DVGW approved EPDM rubber (approved for drinking water), Replaceable Wedge nut of Brass, Shaft of Stainless Steel EN1.4105, Stem seals min. 4 nos. of NBR, Internal fasteners of Stainless Steel A2. Replaceable Wedge nut of Brass, Shaft of Stainless Steel EN1.4105, Stem seals min. 4 nos. of NBR, Internal fasteners of Stainless Steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour RAL 5005 (suitable for drinking water) to DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & 100% tight shut-off. Flange drilling as per IS 1538 raised face. Gate valve shall be compatible for buried applications without valve chamber. Manual operation by Handwheel. Operating torque shall be less than that mentioned in EN 1171. Testing shall be as per BS 5163 / EN 12266-1&2 / IS 14846. |
| 80 | Providing of Ductile Iron D/F non-rising spindle soft seated Resilient seated butterfly Valves. Valves in accordance with BS 5163/ EN 1074-1&2 of PN-10 rated, with Body and bonnet of Ductile Iron confirming to EN1563/ GGG40 Wedge fully encapsulated high quality WRAS or DVGW approved EPDM rubber (approved for drinking water), Replaceable Wedge nut of Brass, Shaft of Stainless Steel EN1.4105, Stem seals min. 4 nos. of NBR, Internal fasteners of Stainless Steel A2. Replaceable Wedge nut of Brass, Shaft of Stainless Steel EN1.4105, Stem seals min. 4 nos. of NBR, Internal fasteners of Stainless Steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour RAL 5005 (suitable for drinking water) to DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & 100% tight shut-off. Flange drilling as per IS 1538 raised face. Gate valve shall be compatible for buried applications without valve chamber. Manual operation by Handwheel. Operating torque shall be less than that mentioned in EN 1171. Testing shall be as per BS 5163 / EN 12266-1&2 / IS 14846. |
| 81 | Providing and supplying Air Valves as per IS-14845-2000 double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental store, excluding GST levied by GOI & GOM in all respect etc. complete. |
| 82 | Supplying , erecting , commissioning & Testing of web based full bore ELECTRO-MAGNETIC flow meter having IP68 sensors ,data Logger having facility of onboard Data Logging, web server facility with LCD Display, etc complete suitable and working on power supply of 85-260 VAC and 45-65 Hz inclusive of all taxes duties, transportation to worksite, loading, unloading and hoisting and carefully fixing in position, Providing, arranging calibration of 1800mm dia electromagnetic flow meter including volumetric testing of flow meter at manufacturing place OR CWPRS Pune including payment towards testing fees, transportation, loading/unloading, packing, supply of UPS Battery of 1 KVA for flow meter panel including stand for battery for 48 Hours back up, Servo control Voltage Stabilizer 1 KVA, Weatherproof Panel with stand including internal wiring, Digital wireless water monitoring constellation system with RTU(Remote Terminal Unit), Providing & Installing Digital Wireless water monitoring system with Data Communication software for connectivity of point to point link connection. This is for all flow meters so data would be available on Desktop/Laptop/Tab OR any smart communication devices, Providing Installation guideline and commissioning of GSM/ GPRS data communication system with satisfactory trail. This is including test and trial of hardware and software and server on which data would be available continuously, providing & fixing dismantling joints suitable to various size of flow meter etc with two flanged type, Providing and fixing G.I. Portable Office Cabin size 07‘ x 09‘ x 8‘.6\\" for accessories of Flow meters including required excavation, pcc in grade M-15, structural steel and weather shed and AMC for flow meter after completion of defect liabilities period for 3 years etc. complete. (Rate exlcuding GST).1800mm dia. |
| 83 | Providing, fabricating and fixing expansion joints for pipelines as per the drawing. The rate to include machining the strakes and steel ring as shown in the drawing and welding on either automatic welding machine or manually, Rate includes plates and flats required for expansion joint and all other materials such as synthetic rubber, rubber ring, etc. including packing as per specifications, grease, bolts and nuts, local handling, excluding GST levied by GOI & GOM in all respect etc. complete.Expansion joints suitable for pipe diameters.SECTION - I (15)-1-a)-1) 1800 mm |
| 84 | Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -incharge for following diameters of pipe lines. 200 to 400 mm |
| 85 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).Dia of Pipe : 1800.00 mm (I. D.) Thickness of pipe :4) 14.00mm. |
| 86 | Providing and applying 3 layer polyethylene coating of minimum 3000 micron composite coating and internal fusion bonded epoxy lining as per IS 3589 anex C of 400 micron thickness for underground laying M.S. pipes, Similarly dual layer polyester coating of 400 micron externally and internal fusion bonded lining as per IS 3531 for above ground laying M.S pipe. Rates shall include cost of material coating and wrapping over the pipes, handling charges , preparation of pipe surface all labour, material, including transportation of pipes from site of works to factory and back to site of works after coating etc complete. (The rate is for inside plus outside area both included.) Note- Pipe coating shall be done at factory |
| 87 | Internal Lining (food grade Epoxy) Providing and applying two part food grade polyamide cured solvent less epoxy lining, meeting BIS 16676on the internal surface of MS Pipe afterblast cleaning to SA 2½ with Anchor Profile of >75 Microns Using angular Steel Grit.The minimum dry film thickness (DFT) of internal lining shall be 400 micron (SSPC PA2). The epoxy coating should offer highest resistance to cathodic disbondment and provide excellent adhesion to steel. The manufacturer shall have the certificate issued in support of portable water service for tests of pH, turbidity, total hardness, chloride nitrate, iron, arsenic & fluoride as per IS 10500 : 2003 and IS 16676 : 2017. Site application shall not be permitted.The rates are including loading, unloading, handling and transportation of Pipe etc complete. Note: Product shall be supplied and applied as per detailed specification provided by the department. |
| 88 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 89 | Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Manual Means |
| 90 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means |
| 91 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (1.5 m to 3.00 m). By Mechanical Means( Rates excluding GST) |
| 92 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m To 3.0 m.) By Mechanical Means |
| 93 | Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means |
| 94 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. Note : Pay line maximum. Top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (Type section is shown on last page of type design section of CSR). |
| 95 | Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A-9/261) (i) The Contractor at his request may be allowed to start construction of masonry steining so as not to allow silting of well in oncoming monsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed. (ii) Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well / gallery. Out of 75% excavation, break-up shall be as under 25% for last 1 M depth. 20% for 2 M depth which is just above last 1 M depth. 15% for 2 M depth which is just above last 3 M depth. 15% for the rest of depth from water table level. The above conditions will restrict the tendencies of agencies to avoid deepening of wells, etc. to the required depth. |
| 96 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. |
| 97 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. |
| 98 | Transporting within 500 meters,laying in position to correct line and level M. S. pipes with / without any outcoating, on prepared bedding in trenches including marginal cutting wherever required, assembling tack welding the same. The rate to include loading, unloading, hoisting, etc. complete as specified.Above 8 mm upto 12 mm thickv) Above 1750 mm. Upto 2000 mm. dia. |
| 99 | Welding in all positions with required number of runs, for M. S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.10 mm. |
| 100 | 14 mm. |
| 101 | Gas cutting (either square cut or V cut) pipes, plates, etc. of thickness.ii) Above 5 mm. Upto 10 mm. |
| 102 | iii) Above 10 mm. Upto 14 mm. |
| 103 | Hydraulic testing of M.S. pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary.Extra work initial km7) Above 1500 mm. upto 1800 mm. dia. (I.D.) |
| 104 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. |
| 105 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 106 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 107 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 108 | Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork,cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 109 | Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 110 | Providing and laying Cast in situ/Ready Mix cement concrete in M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 111 | Providing & Supplying corrosion inhibiting admixture in concrete to protect steel bars for all concrete in every part Polyalk CP 293 of approved make & approved by Engineer in charge migrating, non-nitrite based corrosion inhibiting admixture shall be added at a dose of 3 Kilograms per cum of concrete. The admixture should protect both cathodic and anodic sites and have been accredited by Indian Roads Congress, recommended for use by Ministry of Road Transport & Highways and should have a 4 year track record of use in both the Gulf Region and India. Admixture should have evaluated test reports demonstrating a corrosion rate of zero coulombs after 9 test cycles as per ASTM G 109 when tested from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of Technology ranking of research institutions. PH of admixture should be alkaline in nature, specific gravity of 0.99 – 1.1, colour : brownish. The contractor must intimate the engineer in charge prior to addition in concrete for recording. If the admixture is put in the concrete mix at the batching plant, a written record of the amount of admixture used shall be supplied to the engineer. The engineer must ensure that the specified dosage of admixture is added in the concrete mix. (Material Cost Analysis only) |
| 112 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. |
| 113 | Excavate in tunnel by micro tunnel boring machine for installingvarious diameter sleeve or carrier for sewer line or water main to correct grade and alignment using slurry or mixed shields in any type of strata including marshy land, soft clay, murum, soft/hard rock and/ or boulders of any strength and hardness, dewatering, etc. but excluding muck disposal from shaft site complete as per specifications and as directed by the Engineer. |
| 114 | Approved various diameter mild steel (M.S) pipeetc. complete as per specifications and as directed by the Engineer.2000 mm dia & 22mm thick |
| 115 | Grouting in annular spaces for between carrier and casing pipe with cement mortar (1:3) including necessary additive,equipment etc complete as per specification and as directed by Engineer |
| 116 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. |
| 117 | Construction of RCC bridge of suitable size across natural stream including hydraulic and geotechnical investigation ,finalising type of foundation on the basis of soil investgation ,preparation of RCC design & drawing for laying of pipeline ,proof checking of RCC design and drawing from Govt. College of Engineering before obtaining approval from competant authority ,carrying out dewatering ,providing traffic diversion arrangement s,necessary barricading and signage during construction of the bridge ,carrying out all required tests as per direction of Engineer-In-Charge all complete as directed . |
| 118 | 5) Plain ended specials or plain ended branch flanged specials of all diameters. |
| 119 | BASIC TEST OF CEMENT: Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness. |
| 120 | BASIC TEST OF AGGREGATE: Water Absorption, Specific Gravity,Impact Value, Crushing Value. |
| 121 | BASIC TEST OF AGGREGATE: Sieve Analysis. |
| 122 | BASIC TEST OF AGGREGATE: Flakiness Index & Elongation Index. |
| 123 | FINE AGGREGATE: Fineness Modulus ( Sieve Analysis ),Silt & Clay Content |
| 124 | CONCRETE: Compressive Strength OF C.C. Cube (Set of 3 cubes). |
| 125 | CONCRETE: Concrete Mix Design (With all Tests on basic materials) |
| 126 | STONE/ RUBBLE: Crushing Value/Compressive Strength, Water Absorption & Specific Gravity, |
| 127 | SOIL / MURUM: Liquid limit & plastic Limit. |
| 128 | STEEL BAR TESTING: Upto 16 mm (Set of 3 Bars) |
| 129 | STEEL BAR TESTING: Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) |
| 130 | FINE AGGREGATE: Chloride & Sulphate Content. |
| 131 | FINE AGGREGATE: Silt Factor. |
| 132 | BRICKS: Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). |
| 133 | BITUMEN: Penetration, Softening Point, Flash & Fire Point, Specific Gravity |
| 134 | BITUMEN: Viscosity. |
| 135 | BITUMEN: Ducility / Elastic Recovery |
| 136 | WATER: PH Value, Sulphate & Chloride Content. |
| 137 | BITUMEN: Extraction &Sieve Analysis of Bituminous mix ( for BM/DBM/AC) (2 samples of extraction for one sieve analysis including extraction) |
| 138 | BITUMEN: Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM/SDBC/AC/SMA (Stone Mastic Ashphalt) ( Testing of Bitumen shall be seperately Charged) |
| 139 | BITUMEN: B. M. Mix Design with all Tests on aggregate (Excluding bitumen ) ( Testing of Bitumen shall be separately Charged) |
| 140 | BASIC TEST OF AGGREGATE: Stripping Value. (for Bituminous Work) |
| 141 | SOIL / MURUM: Compaction Test ( Proctor Density ). |
| 142 | Field Moisture Content |
| 143 | Supply of Rubble, Murum, Soil, Sand, 60mm./40mm. metal(Hand broken), royalty charges are not included in the rates.Any revision in Royalty charges and surcharge shall be included in the rate analysis of the respective item. If there is variation in these rates the difference shall be paid extra over the items to the contractor and shall be recovered if these rates are reduced by Govt. i.e. Revenue department. The Government of Maharashtra, Revenue and Forest Departments Gazette No.146 Dt. 04 June 2021 States that the Royalty charges of Rs. 216.18/cum. are to be considered. The surcharge levied on Royalty shall also be payable to the contractor. |
| 144 | Cat (B) - Buy Back Items |
| 145 | Rebate for PVC armoured/unarmoured cables and wires (Aluminium) |
| 146 | Rebate for H.G. / M.S. / G.I. Materials / Poles etc. i.e. for dismantled 500 mm dia buttery fly valve / sluice valve & Non return valves etc complete |
| 147 | Rebate for Transformer (Copper Winding) i.e. for 2000 KVA power trasnformer including all accessories complete. |
| 148 | Rebate for MS pipe including dismantling, gas cutting, picking, transportation, stacking, transportation etc. Complete (Rate excluding GST).. (Cost as per detailed Rate Analysis) Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select % 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
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