Work For Augmentation Of Rural Water Supply Scheme 9 Ggm, 5 Ggm, 23 Ntr, 1 Rpm And 25 Jsn To Provide Fhtc Of Block Nohar Under Jjm, Phed Division Nohar, District Hanumangarh
Tender Value
17.07 Crore
Estimated cost
Bid Submission
26 Aug 2021
0 days left
EMD
34.14 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nohar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work For Augmentation Of Rural Water Supply Scheme 9 Ggm, 5 Ggm, 23 Ntr, 1 Rpm And 25 Jsn To Provide Fhtc Of Block Nohar Under Jjm, Phed Division Nohar, District Hanumangarh
BOQ
| Sl. No. | Item Description |
| 1 | (A) Raw water Conveyance System |
| 2 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 3 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 3: 6 (1 cement : 3coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 4 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 5 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 6 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). |
| 7 | Providing, Laying, Jointing and Testing of AC Pressure pipes Class- 15 in assorted length with specials and valves (Excluding CI/ MS Specials and Valves of any type) etc. This includes supply ofpipes, joints, coupling, etc and other materialfor jointing of pipes including carting to site, laying of pipes in trenchs then jointing with CI Detachable Joint, Nut Bolts and Rubber Rings or with AC Coupling & Rubber Rings.(AC pressure pipes (IS: 1592- 2003 amended up to date), CI Detachable joint (IS: 8794- 1988 amended up to date), Nut Bolt (IS: 1363- Part I- amended up to date), Rubber Rings IS 5382 (amended up to date) / AC Coupling shall be and other materialfor jointing of pipes arranged by the Contractor himself own cost). Cutting of pipes including testing of system, clearing of site complete job : (The Rates are Exclusive of Earth Work and WBM/ Chap/ Cement Concrete/ Bituminious Road cutting, CI/ MS Specials and Valves of any type)- For Pipes Size (mm):- 600mm Class-15 |
| 8 | ……………….do……………..350mm |
| 9 | ……………….do……………..400mm |
| 10 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. :-In all type of soil :- For dia of pipe above 150 mm and up to 350 mm nominal. |
| 11 | ……….do……….For dia of pipe above 350 mm and up to 700 mm nominal. |
| 12 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.:- Manually Operated CI Sluice valve of Class PN-1.0 :- 200 mm HW |
| 13 | ………………do…………………400mm dia |
| 14 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.:- MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 15 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 :- 350 mm dia |
| 16 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification.:-600 mm Dia 10 mm thick casing pipe with protective coating. |
| 17 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix |
| 18 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level thermo mechanically treated bars ( conforming of relevent IS code ). |
| 19 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 20 | Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 21 | Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron \"Y\" shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra) |
| 22 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 23 | Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by hydrulic pressed, laid in required Grey/Yellow/Red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 80 mm thick c.c. paver block of M-30 grade with approved color design and pattern. (Category‘B’ Denated only two side like I,Z,T shape etc.) |
| 24 | Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 25 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 26 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 27 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee.:- Centrifugal Monoblock Pump set (Single Stage)_10 HP |
| 28 | ……………....do……………………15 HP |
| 29 | STAR DELTA STARTER 10.0 HP- (1W+ 1S): I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) |
| 30 | SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge..:-_ STAR DELTA STARTER 15.0 HP- (1W+ 1S): I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) |
| 31 | Construction of RCC Circular Ground Service Reservoirs on Hillockof required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar,ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.:- For capacity up to 500 KL. |
| 32 | (B) Storage Tanks |
| 33 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 34 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 5: 10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 20mm nominal size). |
| 35 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 36 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 37 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 38 | Earth work in excavation overarea ( for Sedimentation cum storage tank) Exceeding 30 cm in depth 1.5 Mtrs in width as well as 10 Sqm on plan) includingdisposal of excavated earth leadbeyond 150 M orexcavated earth to be disposed outside of Headworks Boundaries. If earthto be disposed more than 200 M distance separate payment for each leadof 50 Mtr.or onward beyond 200 M distance will be payable as per PWD BSR effective from 1.1.2008. Disposed earth to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kinds of soil. Earth work to be carried out by means of mechanical system i.e. Tractor craw or any other mechanical system. No extra payment shall be done for lift of any limit. This work also involves dressing of sides & bottom for linning purpose which is to be done mannually, slope of sides to be maintained as per specification. |
| 39 | Carriage of earth from 50m to 1 KM |
| 40 | Carriage of earth from 50m to 500M |
| 41 | Preparing surface leveled & dressed to proper slope & laying over it tibba sand properly rammed & watered in 2 layers of 5cm each. P&L 250 micron LDPE film as per IS :-2508-1984 including over lapping on the finished surface of compacted tibba sand. Over LDPE film, 15mm thick CM 1:3 shall be provided and laid which shall be cured properly. Over the base mortar, single brick lining in CM 1:3 shall be provided with joints not more than 8mm and curing done for 14 days. This also includes providing weedicides & antitermite treatment as per specifications. |
| 42 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.:- Manually Operated CI Sluice valve of Class PN-1.0 :- 200 mm HW |
| 43 | ………………………….do………………….250mm |
| 44 | ………………………….do………………….150mm |
| 45 | Providing, Laying, Jointing and Testing of AC Pressure pipes Class- 15 in assorted length with specials and valves (Excluding CI/ MS Specials and Valves of any type) etc. This includes supply ofpipes, joints, coupling, etc and other materialfor jointing of pipes including carting to site, laying of pipes in trenchs then jointing with CI Detachable Joint, Nut Bolts and Rubber Rings or with AC Coupling & Rubber Rings.(AC pressure pipes (IS: 1592- 2003 amended up to date), CI Detachable joint (IS: 8794- 1988 amended up to date), Nut Bolt (IS: 1363- Part I- amended up to date), Rubber Rings IS 5382 (amended up to date) / AC Coupling shall be and other materialfor jointing of pipes arranged by the Contractor himself own cost). Cutting of pipes including testing of system, clearing of site complete job : (The Rates are Exclusive of Earth Work and WBM/ Chap/ Cement Concrete/ Bituminious Road cutting, CI/ MS Specials and Valves of any type)- For Pipes Size (mm):- 250mm Class-15 |
| 46 | Providing of all size CI Flanged Special like Tees, Bends, Reducers and Enlargers as per IS: 1538-1993 (amended up to date) requiring for laying, testing and commissioning of AC Pipe line as per Technical Specifications and as per direction of Engineer. |
| 47 | Silt clearance from Sedimentation cum storage tank with lift upto 4.5 Mtr. and lead upto 50 Mtr. Silt to be disposed outside of Headworks Boundaries. Disposed silt to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Silt to be carried out by means of mechanical system i.e. Tractor craw/Trolly or any other mechanical system. No extra payment shall be done for lift of any limit. This workalso involves dressing ofbottom purposed which is to be done mannually to be maintained as per direction of Engineer In Charge. |
| 48 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 m lead in cement mortar. |
| 49 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m ( stacks of cleaned bricks shall be measured ) from brick work in cement mortar. |
| 50 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 finesand) :Flush / Ruled/ Struck or weathered pointing. |
| 51 | Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer.:-250mm dia |
| 52 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.:-50mm x 50mm x 3.15mm |
| 53 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). |
| 54 | (c ) Rejuvenation of ST |
| 55 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 m lead in cement mortar. |
| 56 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m ( stacks of cleaned bricks shall be measured ) from brick work in cement mortar. |
| 57 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 5: 10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 20mm nominal size). |
| 58 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 59 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 60 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 61 | Silt clearance from Sedimentation cum storage tank with lift upto 4.5 Mtr. and lead upto 50 Mtr. Silt to be disposed outside of Headworks Boundaries. Disposed silt to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kind of soil. Silt to be carried out by means of mechanical system i.e. Tractor craw/Trolly or any other mechanical system. No extra payment shall be done for lift of any limit. This workalso involves dressing ofbottom purposed which is to be done mannually to be maintained as per direction of Engineer In Charge. |
| 62 | Carriage of earth from 50m to 1 KM |
| 63 | Carriage of earth from 50m to 500M |
| 64 | Preparing surface leveled & dressed to proper slope & laying over it tibba sand properly rammed & watered in 2 layers of 5cm each. P&L 250 micron LDPE film as per IS :-2508-1984 including over lapping on the finished surface of compacted tibba sand. Over LDPE film, 15mm thick CM 1:3 shall be provided and laid which shall be cured properly. Over the base mortar, single brick lining in CM 1:3 shall be provided with joints not more than 8mm and curing done for 14 days. This also includes providing weedicides & antitermite treatment as per specifications. |
| 65 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). |
| 66 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 finesand) :Flush / Ruled/ Struck or weathered pointing. |
| 67 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.:- Manually Operated CI Sluice valve of Class PN-1.0 :- 150 mm HW |
| 68 | Providing of all size CI Flanged Special like Tees, Bends, Reducers and Enlargers as per IS: 1538-1993 (amended up to date) requiring for laying, testing and commissioning of AC Pipe line as per Technical Specifications and as per direction of Engineer. |
| 69 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.:-50mm x 50mm x 3.15mm |
| 70 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 71 | Earth work in excavation overarea ( for Sedimentation cum storage tank) Exceeding 30 cm in depth 1.5 Mtrs in width as well as 10 Sqm on plan) includingdisposal of excavated earth leadbeyond 150 M orexcavated earth to be disposed outside of Headworks Boundaries. If earthto be disposed more than 200 M distance separate payment for each leadof 50 Mtr.or onward beyond 200 M distance will be payable as per PWD BSR effective from 1.1.2008. Disposed earth to be levelled and neatly dressed including stacking of useful material if any available during excavation for all kinds of soil. Earth work to be carried out by means of mechanical system i.e. Tractor craw or any other mechanical system. No extra payment shall be done for lift of any limit. This work also involves dressing of sides & bottom for linning purpose which is to be done mannually, slope of sides to be maintained as per specification. |
| 72 | (D) Raw water Sump |
| 73 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 74 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in all kinds of soil |
| 75 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). |
| 76 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 77 | Providing and laying in position specified grade ofcement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M30 grade Nominal Mix / Design Mix |
| 78 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 79 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 80 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee.:- 10 HP |
| 81 | SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. :- :- STAR DELTA STARTER 10.0 HP- (1W+ 1S): I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) |
| 82 | Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 83 | (E) Rejuvenation of RGF |
| 84 | Providing and placing of new graded gravel as (i) size of gravel vary from 50 mm at the bottom to 2 to 5 mm at the top as detailed : (a) passing 80 mm screen but held on 10 mm - 150 mm layer (b) passing 25 mm screen but held on 10 mm - 50 mm layer (c) passing 10 mm screen but held on 5 mm - 50 mm layerpassing (d) 5 mm screen but held on 2 mm - 50 mm layer (ii) the filter gravel shall be as spherical as possible, hard, clean and uniform in quality and also shall not contain such impurities as dirt and clay as per IS : 8419 ( part - I ) for filter gravel specifications. The work also includes washing the sand with required concentration of HCL acid and finally with water and placing the same in filter beds as per direction of engineer in charge complete in all respect. The sand shall not contain more than 5% acid soluble matter as determined by solubility test in appendix B of IS : 8419 ( part - I ) amended up to date (RGF). |
| 85 | Providing and placing of new filter media as (i) sand shall be hard and resistant quartz or quartzite and free of clay, fine particles, soft grains and dirt of any description (ii) effective size shall be 0.45 mm to 0.70 mm (iii) uniformity coefficient not be more than 1.70 nor less than 1.30 (iv) ignition loss should not exceed 0.70% by weight (v) soluble fraction in HCL acid shall not exceed 5.0% by weight (vi) silica content should not be less than 95% (vii) specific gravity shall be in the range between 2.55 to 2.65 (viii) wearing loss shall not exceed 3.0% and as per specifications given in IS : 8419 ( part - I ). Filter media ( fine sand and coarse sand ) should be processed through. Disindicator and dust seperator in automatic plant including screening of sand to desired specification and washing and cleaning of sand with water by aqua wash technology at quarry site (RGF). |
| 86 | Fixing of pipes for under drainge system including plugging pipes with CM 1 : 4 on one end and fixing other endin collecting channel with CM 1 : 4 with all material etc. ( excluding cost of pipes ). This job alsoincludes making 4 mm dia holes in pipes @15 cm c / c in zig zag pattern and testing of under drainage system as per instruction of engineer in charge. |
| 87 | Removing &refixing of pipes for under drainge system including cleaningof one end pluggedpipesand fixing / embeded in CM 1 : 4 on one end and fixing other endin collecting channel with CM 1 : 4 with all material etc. ( excluding cost of pipes ). This job also includes making 4 mm dia holes if requiredin pipes @15 cm c / c in zig zag pattern. |
| 88 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. |
| 89 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :12mm thick . |
| 90 | Finishing walls with water proofing cement paint of required shade including all scaffolding.:New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 91 | Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour completeincluding all scaffolding as per manufacturer\"s specification.Two or more coats on new workincluding prepartion of base with primer, putty, lippy etc complete in all respect. |
| 92 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 93 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 :- 150mm |
| 94 | ………….do……..300 mm dia |
| 95 | Removing of sluice valve in existing distribution pipe line and repair of pipe complete as required in existing system of pipe line :-125 mm dia pipe to 150 mm. |
| 96 | 300 mm dia pipe to 350 mm. |
| 97 | Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin, of approved brand and manufacture in paneling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. Pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. |
| 98 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. With stainless steel cover plate |
| 99 | Renewing glass panes, with putty and nails wherever necessary: Float glass panes of thickness 4 mm |
| 100 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 101 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 5: 10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 20mm nominal size). |
| 102 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 103 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 104 | Providing and laying in position specified grade ofcement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 105 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 106 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 107 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 108 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 109 | P&F T-iron, angle iron frames for doors made of mild steel tee or angle section, joints mitred & welded with 15x3 mm lugs 10cm long embedded in CC blocks 15x15x10 cmsize of 1:3:6 or wooden plugs, screws or with fixing clips and screws or with bolts and nuts as required including fixing of necessary hinges, screws and applying a priming coat of approved steel primer. |
| 110 | Providing and fixing M.S. sheet single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint :-M. S. Sheet 20 S.W.G. (0.81 mm thick) |
| 111 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Partly fixed and partly openable [ fixed area not to exceed 33%] |
| 112 | S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws at not exceeding 150mm distance at all heights with all lead and lift with scafolding. |
| 113 | P/F Square bars or other flat welded to window, ventilators. |
| 114 | Providing and laying Common burnt clay brick tiles of class designation 100 overroofs grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat . |
| 115 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 116 | Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 901 to 2000 Sq.Cm |
| 117 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 118 | Finishing walls with water proofing cement paint of required shade including all scaffolding.: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 119 | Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour completeincluding all scaffolding as per manufacturer\"s specification.Two or more coats on new workincluding prepartion of base with primer, putty, lippy etc complete in all respect. |
| 120 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 121 | Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges :Kota stone 25 to 30mm thick. |
| 122 | Wiring of 3 pin 5 amp. Lightplug point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved makein surface / recessed ISI marked medium duty PVC conduit and its accessories , 18 SWG M.S. Box with earthing terminal, 6 A socket 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections testing etc; as required - G-1:- on board |
| 123 | P & F 240/415 V MCB of breaking capacity not less than 10 KV ( B/C/D tripping characteristic) ISI marked IS:8828 (1998)/conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. Group-1:-6 A to 32 A rating |
| 124 | P & F ISI marked flush type 120/280 watt rotary step fan regulator including making connection testing etc. as required. |
| 125 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and brick masonary finished chamber covered with ferro cement cover CI frame of size 300 mm x 300 mm complete with alternate layers of sals charcol / coke, testing of earth resistance as rquired. |
| 126 | S & Laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.:-10 SWG copper Wire. |
| 127 | P & F 18 swgM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . |
| 128 | P & F Star rated double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.:-1200 mm Sweep 5 Star rated |
| 129 | P & F strip type fluorscent tube fitting fabricated from (CRCA sheet and finished with powder coating / stove enamelled paint) / (extruded non corrosive UV resist EP channel) complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube).:-1 X 36 Watts with OCCB |
| 130 | P & F Flucrscent tube rod in existing fixtures as required. Group-128-01-2018-36/40 Watts |
| 131 | (F) Rising Main |
| 132 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. :-In all type of soil :- For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 and up to 140 mm. |
| 133 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. :-In all type of soil :- For dia of pipe a up to 110 mm nominal. |
| 134 | ..do...For dia of pipe above 150 mm and up to 350 mm nominal. |
| 135 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.:- 150mm |
| 136 | …………..do……………..200mm |
| 137 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 :- 150mm |
| 138 | …………do…………..200mm dia |
| 139 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.HDPE PE-80PN-6_ Size 125mm dia |
| 140 | …………do…………..160mm dia |
| 141 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M._HDPE PE-80PN-10_ 110 mm dia |
| 142 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS, Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS: 6418, Fastners - CS, All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats ofpaint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.:- Class PN 1.0 :-50 mm dia |
| 143 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.:- MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 144 | Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer.:- 0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm² |
| 145 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) :_ 80mm thick. |
| 146 | Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 147 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 148 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 149 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). |
| 150 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 151 | Providing and laying in position specified grade ofcement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 152 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix |
| 153 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 154 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. |
| 155 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 156 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 5: 10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 20mm nominal size). |
| 157 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 158 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 159 | Providing & Lowering in tubewell ISl marked GI Pipe \"B\" class as per IS: 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.:-50mm dia |
| 160 | (G) Feeder Mains |
| 161 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. :-In all type of soil :- For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 and up to 140 mm. |
| 162 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. :-In all type of soil :- For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 and up to 140 mm. |
| 163 | ..do...For dia of pipe above 150 mm and up to 350 mm nominal. |
| 164 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply up to 110 mm dia. in coil & above 110 mm dia straight length in 6 M.:.HDPE PE-80PN-6_ Size 110mm dia |
| 165 | …………..do………..HDPE PE-80PN-6_ Size 90mm dia |
| 166 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.:-HDPE PE-80PN-6_ Size 125mm dia |
| 167 | …………..do………..HDPE PE-80PN-6_ Size 180mm dia |
| 168 | …………..do………..HDPE PE-80PN-6_ Size 140mm dia |
| 169 | …………..do………..HDPE PE-80PN-6_ Size 125mm dia |
| 170 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.:- Manually Operated CI Sluice valve of Class PN-1.0 :- 80 mm HW |
| 171 | …………………….do………………..100mm HW |
| 172 | …………………….do………………..125mm HW |
| 173 | …………………….do………………..150mm HW |
| 174 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 :- 150mm |
| 175 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.:- MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 176 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) :_ 80mm thick. |
| 177 | Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 178 | Dismantling of flexible pavement for pipe lineand chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be madefor trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.:- Bituminous courses |
| 179 | Making road cut pit for leakage retification of pipe line including cutting of road, stacking carefully excavated material as site and including repair of same road pit by using available material with extra required new one as per speicifaction of existing road as required and as directed by EIC complete for brick on edge , brick soling roadsingal layer. |
| 180 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 181 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 182 | Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer.:- 0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm² |
| 183 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 184 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 5: 10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 20mm nominal size). |
| 185 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 186 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 187 | (H) Distribution Mains |
| 188 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. :-In all type of soil :- For HDPE pipe line dia up to 110 mm |
| 189 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. :-In all type of soil :- For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. |
| 190 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. :-In all type of soil :- For dia of pipe above 150 mm and up to 350 mm nominal. |
| 191 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply up to 110 mm dia. in coil & above 110 mm dia straight length in 6 M.:-HDPE PE-80PN-6_ Size 75mm dia |
| 192 | …………..do………..HDPE PE-80PN-6_ Size 90mm dia |
| 193 | …………..do………..HDPE PE-80PN-6_ Size 110mm dia |
| 194 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.HDPE PE-80PN-6_ Size 140mm dia |
| 195 | …………..do………..HDPE PE-80PN-6_ Size 160mm dia |
| 196 | …………..do………..HDPE PE-80PN-6_ Size 200mm dia |
| 197 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.:- Manually Operated CI Sluice valve of Class PN-1.0 :- 80 mm HW |
| 198 | …………………….do………………..100mm HW |
| 199 | …………………….do………………..125mm HW |
| 200 | …………………….do………………..150mm HW |
| 201 | ………………do……………………...200 mm HW |
| 202 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.:- MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 203 | Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 204 | Dismantling of flexible pavement for pipe lineand chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be madefor trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.:- Bituminous courses |
| 205 | Making road cut pit for leakage retification of pipe line including cutting of road, stacking carefully excavated material as site and including repair of same road pit by using available material with extra required new one as per speicifaction of existing road as required and as directed by EIC complete for brick on edge , brick soling roadsingal layer. |
| 206 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 207 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 208 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) :_ 80mm thick. |
| 209 | Horizontal directional drilling (by trenchless technology) of suitable dia hole below natural ground level in all type of soil and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including excavation and refilling of drive pit and exit pit as per technical specification and scope of work. |
| 210 | Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by hydrulic pressed, laid in required Grey/Yellow/Red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 80 mm thick c.c. paver block of M-30 grade with approved color design and pattern. (Category‘B’ Denated only two side like I,Z,T shape etc.) |
| 211 | (I) OHSR |
| 212 | Construction of RCC INTZE type Head Service Reservoir of following capacityand staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges includingproviding and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on external surface of top dome,food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightnesstest as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .:- 300 KL |
| 213 | ………………do………………………400 KL |
| 214 | ………………do………………………450 KL |
| 215 | ………………do………………………200 KL |
| 216 | Add Extra Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5% for 300 KL |
| 217 | ………………do………………………450 KL |
| 218 | ………………do………………………400 KL |
| 219 | ………………do………………………200 KL |
| 220 | Add extra for staging 20 Mtr add 5% for 300 KL |
| 221 | Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. :- 100mm |
| 222 | …………………..do………………150 mm |
| 223 | …………………..do………………200 mm |
| 224 | …………………..do………………250 mm |
| 225 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 :- 100mm |
| 226 | …………………..do………………150 mm |
| 227 | …………………..do………………200 mm |
| 228 | …………………..do………………250 mm |
| 229 | SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.:- BFM 80mm |
| 230 | BFM100 mm |
| 231 | BFM125 mm |
| 232 | BFM 150 mm |
| 233 | BFM200 mm |
| 234 | Providing of all size CI flanged special like tees, bends, reducers and enlargers as per IS: 1538-1993 (amended up to date) requiring for laying, testing and commissioning of AC pipe line as per technical specifications and as per direction of engineer incharge. |
| 235 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 236 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 5: 10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 20mm nominal size). |
| 237 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 238 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification:- 50mm thick. |
| 239 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 240 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 241 | Finishing walls with water proofing cement paint of required shade including all scaffolding.: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 242 | …………….do………….old work |
| 243 | Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour completeincluding all scaffolding as per manufacturer\"s specification.Two or more coats on new workincluding prepartion of base with primer, putty, lippy etc complete in all respect. |
| 244 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. |
| 245 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 246 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 m lead in cement mortar. |
| 247 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m ( stacks of cleaned bricks shall be measured ) from brick work in cement mortar. |
| 248 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines,shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. :-In all type of soil :- For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 and up to 140 mm. |
| 249 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.:- 150mm |
| 250 | (J) CW Sump |
| 251 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 252 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in all kinds of soil |
| 253 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). |
| 254 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 255 | Providing and laying in position specified grade ofcement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 256 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix |
| 257 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 258 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 259 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 260 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 261 | Addextrafor providing richermixes respectively at all floor levels :-Providing M-25 grade concreteinstead ofM-20 grade design mix. |
| 262 | Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 263 | (K) CWR Rejuvenation |
| 264 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 265 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level thermo mechanically treated bars ( conforming of relevent IS code ). |
| 266 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M30 grade Nominal Mix / Design Mix |
| 267 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix |
| 268 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts, roofs having slope more than 15º, vertical and horizontal fins individually or forming box louvers, facias and eaves boards. M20 grade Nominal Mix / Design Mix |
| 269 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Walls (any thickness) including attached pilasters, buttresses plinth and stringcourse. |
| 270 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 271 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for Arches,domes,vaultsetcexceeding6 Mtrspan |
| 272 | Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 273 | Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size. Expended metal size 20-25 mm size 18SWG |
| 274 | (L) Pumping Machinery |
| 275 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee.:- Centrifugal Monoblock Pump set (Single Stage)_ 5 HP |
| 276 | ……………....do……………………7.5 HP |
| 277 | ……………....do……………………10 HP |
| 278 | ……………....do……………………20 HP |
| 279 | Supply andinstallation of centrifugal horizontal split cast ( HSC ) motor pump set for pumping clear watercomplete as per the specifications These specifications cover supply of centrifugal pumps generally confirming to IS : 6595 ( part - 2 ) 1993 ( amended upto date ) directly coupled to AC induction motor confirming to IS : 12615 : 2011 ( amended upto date ) energy efficient induction motor through a flexible coupling mounted on a common study and robust C.I. / fabricated M.S. base plate manufactured by pump manufacture with anti vibration pads. The base plate should be designed to withstand load and vibrations of complete unit. After proper alignment of unit base plate should not show any vibration during the entire range of pump operation. Coupling guard should be provided to give safety against accidental breakage of coupling. The HSC motor pump set shall be installed as per departmental design & drawing. This works includesfixing of specials, foot valves / NRV, suction & delevary pipes with supplying & fixing of MS nut bolts but excludingcost of suction and delevery pipe, CI specials, CI sluce valves, CI reflex valves, NRV etc.. Testing & commissioning of the pump set complete in all respect. Following makes : Kirlosker,Crompton, Seimens, ABB, GEC, NGES, texmo, Jyoti, Lubi speed of motor 1440 - 1500 RPM having duty condition as :ollowing duity condition of centrifugal horizontal split cast ( HSC ) motor pump set discharge 1600 LPM, head 40 m, tentetive HP - 30. |
| 280 | Providing, installation, testing and commissioning of Mono block Vacuum pump set with base plate including C.C. foundation / cross channels / RSJ frame and foundation bolts etc complete in all respect as perspecification, scope of work and direction of Engineer in Charge.:-3 HP, three Ph |
| 281 | SITC DOLStarter type LT Panel of followingrating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thickduly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. complete as per Technical Specifications and as per direction of Engineer-In-Charge.:-DOL STARTER 3 HP /2.5 KW - (1W+ 1S): I/C -MCB 25A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) |
| 282 | P/Laying P.V.C./ XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.95.0 Sq.mm3.5 core armoured |
| 283 | Supplying and fixing of Aluminium / Copper bus barby means of SMC / DMC type insulator, high tensile nuts and bolts spring washers in existing panel including bending, cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. Electrolytic grade Aluminium bus bar |
| 284 | SITC DOLStarter type LT Panel of followingrating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thickduly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. complete as per Technical Specifications and as per direction of Engineer-In-Charge.:-DOL STARTER 5 HP- (1W+ 1S): I/C -MCB 32A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2)) |
| 285 | DOL STARTER 7.5HP- (1W+ 1S): I/C -MCB 40A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) |
| 286 | SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. :- :- STAR DELTA STARTER 10.0 HP- (1W+ 1S): I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) |
| 287 | SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge..:-_ STAR DELTA STARTER 15.0 HP- (1W+ 1S): I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) |
| 288 | STAR DELTA STARTER 20.0 HP (1W+ 1S): I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)andO/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) |
| 289 | SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. :- STAR DELTA STARTER 25.0 HP- (1W+ 1S):I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (16-24A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 10 Kvar (2), S/D Timer(2) |
| 290 | STAR DELTA STARTER 30.0 HP- (1W+ 1S):I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 40A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (23-32A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 12.5 Kvar (2), S/D Timer(2) |
| 291 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.:- 35.0 Sq.mm, 3.5 core |
| 292 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. :- 3 core 4 Sqmm |
| 293 | ……do…..3 core 6.0 Sq.mm |
| 294 | ……do…..3 core 10.0 Sq.mm |
| 295 | ……do…..3 core 16.0 Sq.mm |
| 296 | Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M, Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O\" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.:- Class PN 1.6 :- 100mm |
| 297 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 :- 100mm |
| 298 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.:- 100mm |
| 299 | Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 :- 100 dia |
| 300 | Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer.:- 0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm² |
| 301 | Supply & Fixing of Cast Iron swing type flanged end Foot valves confirming to IS:4038 specifications, with cast iron housing, seat and strainer. The total area of perforatation of strainer shall be not less than 2.50 tomes area of bore of relevent size of flanged end of foot valves. The cost of foot valve includes cost of rubber packing , Nut & Bolt for fixing of foot valve with suction pipe of pump sets complete.Size - Foot valve-80 mm dia |
| 302 | ………………do………………100mm |
| 303 | ………………….do………………150mm dia |
| 304 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. :-MS pipespecialsupto600 mmdia (withminimum5.0 mmthickness sheet) |
| 305 | SITC of wall/ free standing floor mounted dust and vermin proof compartmentalisedcubical panel made out of CRCA sheet , required hardware,duly treated for derusting in 7 tank process with dephosphating and with powder coating on both side of panel in desired shadeThe panel having PU/ Neoprene rubber gasket of not less than 3mm thickness , separate detachable gland plate M.S. base channel ,hinged door with locking arrangement for equipment/switchgear. Thickness of sheet shallnot be less than 1.6 mm up to 600 mm length / widthof any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall beof 2.0 mmthick sheet supported by base M.S. channel if required. Side walls and cable alley compartments having bolted type doors with / withoutdetachable extension type structure. (only outer area on all sides shall be measured & panel to be fabricated from CPRI approved fabricator) |
| 306 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. Single pole MCB0.5 A to 5 A rating |
| 307 | P & F of Multy functionmeter with LCD/ LED display capable of measuringelectrical parameters like V, I, F, PF, KW, Kva, Kvar, Kwh, Kvah, Kvarh display with 1A/5A CT input for LV/ HV network, RS 485 communication port etc. complete in all respect. |
| 308 | P&F of removable Voltage surge protection device (surge arrester) for protection against transient over voltage (8/20 micro -seconds) and to run current waves to ground, making connection, testing etc. as required. ( Imax=40 kA, Up= 1.2kV, Uc=275 volts ):-Triple pole & neutral |
| 309 | P & F G.I. pipeswith G.I. fittings excluding union (IS : 1239 mark) including trenching & refilling earth etc. ( external work ) medium duty pipes 80mm dia nominal bore. |
| 310 | P & F G.I. pipeswith G.I. fittings excluding union (IS : 1239 mark) including trenching & refilling earth etc. ( external work ) medium duty pipes 100mm dia nominal bore. |
| 311 | P & F G.I. pipeswith G.I. fittings excluding union (IS : 1239 mark) including trenching & refilling earth etc. ( external work ) medium duty pipes 125mm dia nominal bore. |
| 312 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Dia of Pipe: 150.00 mm (I.D), Thickness of pipe 5mm |
| 313 | (M) Boundary Wall |
| 314 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 m lead in cement mortar. |
| 315 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m ( stacks of cleaned bricks shall be measured ) from brick work in cement mortar. |
| 316 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 317 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 5: 10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 20mm nominal size). |
| 318 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 319 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 320 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification:- 50mm thick. |
| 321 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 322 | Finishing walls with water proofing cement paint of required shade including all scaffolding.: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 323 | …………………do………………..on old work |
| 324 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 325 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. |
| 326 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.:-50mm x 50mm x 3.15mm |
| 327 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding.New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 328 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: New work(Two or more coats)including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 329 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. |
| 330 | P & F 240 / 415 V isolator conforming to IS : 13947 - III / IEC 60947 - 3 on existing board / sheet including making connections, testing etc. as required group Idouble pole isolator 30 A / 40 A rating. |
| 331 | P/Laying P.V.C./ XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with copper conductor of IS:1554 P-I / IS :7098 P - I of group 1 of approved makein ground as per IS:1255 including excavation of 30 cm x 75 cm size trench, 25 cm thick underlayer ofsand, IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size approved makes group classification Rallison,Ekta, Delton, Havell\"s, KEI, Terexal, Plaza,Paramount, Grandlay, Gem\"scab,MPCAB, Worldcab, Diatron, Unicab, Unistar, Gemini, Romex, Ishwarcab, SPC, Orient cab, Empire, Orbit, Polycab, Rajsafe, Metro, RR Kable unarmoured 2 core 2.5 sqmm. |
| 332 | P & F IP-65 / IP-66 protected LED street light luminaire on existing bracket. Fixture made from powder coated single piece pressure die cast aluminium housing with Heat dissipation fins on housing with High Power LEDs of CREE / NICHIA / OSRAM / PHILIPS make. DIffuser / Glass cover for ensuring IP65 protection for Lamp & control gear compartment, System Lumen output of 1500 - 8500 High Power LED. Integrated Driver shall be high efficiency having efficiency > 85% and in compliance to IEC standardsSystem life of 25,000 Burning Hours with 70% of initial Lumens maintained. Fixture shall be inCE Compliance. :-LED Street Light fixture 20-25 Watt (Philips, Keselec Schreider) |
| 333 | Less Cost of bricks |
| 334 | (N) Pump House |
| 335 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 m lead in cement mortar. |
| 336 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m ( stacks of cleaned bricks shall be measured ) from brick work in cement mortar. |
| 337 | Taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead:Of area 3 square meter and below. |
| 338 | Dismantling brick tiles covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. |
| 339 | Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 340 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 341 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 5: 10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 20mm nominal size). |
| 342 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 343 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 344 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 345 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 346 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 347 | Providing and fixingaluminum workfor doors, windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gap. at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling, C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc., all complete as per architectural drawings and thedirections of Engineer- in – charge. (Glazing and paneling to be paid for separately).For shutters builtup standard tubular sections of openable doors , windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) |
| 348 | Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin, of approved brand and manufacture in paneling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. Pre-laminatedparticleboardwithdecorativelaminationononesideandbalancinglaminationonotherside. |
| 349 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basicitem.) With float glass panes of 5.0 mm thickness (weight not less than 13.50 kg/sqm) |
| 350 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. With stainless steel cover plate |
| 351 | Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 75mm x 72mm to aluminum window/vent with required screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) |
| 352 | S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws at not exceeding 150mm distance at all heights with all lead and lift with scafolding. |
| 353 | Providing and laying Common burnt clay brick tiles of class designation 100 overroofs grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand ) and finished neat . |
| 354 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 355 | Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 901 to 2000 Sq.Cm |
| 356 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 357 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding.New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 358 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: New work(Two or more coats)including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 359 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work |
| 360 | Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges :Kota stone 25 to 30mm thick. |
| 361 | Wiring of light point/ fan point / exhaust fan point/ call bell point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq.mm FR PVC insulated unsheathed flexible earth copper conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI marked medium duty PVC conduit and its accessories , 18 SWG M.S. Box with earthing terminal, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections testing etc; as required - G-1:-Short point ( up to 3 mtr.) |
| 362 | Medium point ( up to 6 mtr.) |
| 363 | Long point ( up to10 mtr.) |
| 364 | Wiring of 3 pin 5 amp. Lightplug point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved makein surface / recessed ISI marked medium duty PVC conduit and its accessories , 18 SWG M.S. Box with earthing terminal, 6 A socket 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections testing etc; as required - G-1 :- On board |
| 365 | Supplying and drawing RC PVC insulated & unsheathed flexible copper conductor ISI marked ( IS:694) of 1.1 KV grade and approved make in existing surface of recessed conduit/casing capping including making connections etc. as required. Group-1 :-2 x 1.5 sq. mm |
| 366 | 2 x 2.5 sq. mm |
| 367 | Supplying and fixing of power plug point accessories on 18 SWG metal box of size 175x100x60 mm on surface or in recessed with suitable size phenolic larninated sheet cover including cost of 6 pin 16 amp. Switch and socket outlet making connection, testing etc as required |
| 368 | P & F 240/415 V MCB of breaking capacity not less than 10 KV ( B/C/D tripping characteristic) ISI marked IS:8828 (1998)/conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. Group-1:-6 A to 32 A rating |
| 369 | P & F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board/ sheet including making connections with lugs, testing etc. as required Group-1 :-30 A/ 40 A rating |
| 370 | P & F Recessed/Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with copper bus bar, shorting link, neutral link, earth link and din bar, conforming to IS 13032 & IS8623 including making internal DB terminatyions with coppper lugs, testing etc; as required :- 6 way |
| 371 | P & F ISI marked flush type 120/280 watt rotary step fan regulator including making connection testing etc. as required. |
| 372 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and brick masonary finished chamber covered with ferro cement cover CI frame of size 300 mm x 300 mm complete with alternate layers of sals charcol / coke, testing of earth resistance as rquired. |
| 373 | S & Laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.:-10 SWG copper Wire. |
| 374 | P & F 18 swgM.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm,12 mm dia rod fan hook with 100 mmlength extended on each side . |
| 375 | P & F Star rated double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.:1200 mm Sweep 5 Star rated |
| 376 | P&F of Double ball bearing, capacitor startsingle phase metallicblade fresh air fan, in existing opening including cost of hardware , flexible copper conductor ,making connections, testing etc. as required.:-300 mm sweep |
| 377 | P & F strip type fluorscent tube fitting fabricated from (CRCA sheet and finished with powder coating / stove enamelled paint) / (extruded non corrosive UV resist EP channel) complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube).:-1 X 36 Watts with OCCB |
| 378 | P & F Flucrscent tube rod in existing fixtures as required. Group-1 :-36/40 Watts |
| 379 | Wiring for sub mains ISI marked ( IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWS G.I. Support wire duty clipped etc. as required. Group-1 :-4.0 sq. mm |
| 380 | P & F IP-65 / IP-66 protected LED street light luminaire on existing bracket. Fixture made from powder coated single piece pressure die cast aluminium housing with Heat dissipation fins on housing with High Power LEDs of CREE / NICHIA / OSRAM / PHILIPS make. DIffuser / Glass cover for ensuring IP65 protection for Lamp & control gear compartment, System Lumen output of 1500 - 8500 High Power LED. Integrated Driver shall be high efficiency having efficiency > 85% and in compliance to IEC standardsSystem life of 25,000 Burning Hours with 70% of initial Lumens maintained. Fixture shall be inCE Compliance. :-LED Street Light fixture 20-25 Watt (Philips, Keselec Schreider) |
| 381 | (O) Miscellaneous Work |
| 382 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed:All kinds of soil |
| 383 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.Nominal Mix 1: 5: 10 (1 cement : 5 coarse sand : 10 graded stoneaggregate 20mm nominal size). |
| 384 | Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by hydrulic pressed, laid in required Grey/Yellow/Red or any other colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge: 80 mm thick c.c. paver block of M-30 grade with approved color design and pattern. (Category‘B’ Denated only two side like I,Z,T shape etc.) |
| 385 | Earth work in excavation in foundation trenches or drains including dressing of side and ramming of bottom, lift up to 1.50 m including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil. |
| 386 | Brick work with common burnt clay F.P.S. (Non Modular) bricks of class designation 7.5 infoundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 387 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : 12mm thick |
| 388 | Finishing walls with water proofing cement paint of required shade including all scaffolding.: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 389 | P & F 240 / 415 V isolator conforming to IS : 13947 - III / IEC 60947 - 3 on existing board / sheet including making connections, testing etc. as required group Idouble pole isolator 30 A / 40 A rating. |
| 390 | P/Laying P.V.C./ XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with copper conductor of IS:1554 P-I / IS :7098 P - I of group 1 of approved makein ground as per IS:1255 including excavation of 30 cm x 75 cm size trench, 25 cm thick underlayer ofsand, IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size approved makes group classification Rallison,Ekta, Delton, Havell\"s, KEI, Terexal, Plaza,Paramount, Grandlay, Gem\"scab,MPCAB, Worldcab, Diatron, Unicab, Unistar, Gemini, Romex, Ishwarcab, SPC, Orient cab, Empire, Orbit, Polycab, Rajsafe, Metro, RR Kable unarmoured 2 core 2.5 sqmm. |
| 391 | P & F IP-65 / IP-66 protected LED street light luminaire on existing bracket. Fixture made from powder coated single piece pressure die cast aluminium housing with Heat dissipation fins on housing with High Power LEDs of CREE / NICHIA / OSRAM / PHILIPS make. DIffuser / Glass cover for ensuring IP65 protection for Lamp & control gear compartment, System Lumen output of 1500 - 8500 High Power LED. Integrated Driver shall be high efficiency having efficiency > 85% and in compliance to IEC standardsSystem life of 25,000 Burning Hours with 70% of initial Lumens maintained. Fixture shall be inCE Compliance. :-LED Street Light fixture 20-25 Watt (Philips, Keselec Schreider) |
| 392 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) :_ 80mm thick. |
| 393 | (P) FHTC |
| 394 | Providing service connection as per technical specification and standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. Of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting dulyapproved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm (ISI make) , gunmetal NRV (ISI make), valve (IS: 778) and specials with MDPE pipe PE80 PN 12.5 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer\"s property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 CM below ground level, except in cases of concrete/bituminous roads where minimum depth shall be 20 cm. For detailed specifications of MDPE pipes please refer section \"Technical Specifications\" of bid document. General specifications of MDPE pipes shall be as under:• The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm.• The raw material shall be Food grade quality Pressure rating shall be 12.5 Bar.• The pipes shall bear ISO marking.Average length upto 05 mtr 20 mm dia MDPE pipe |
| 395 | Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator. |
| 396 | (Q) Operation & Maintenance |
| 397 | Running expenditure of Pump housewhich (based on Surface source/canal water) includes complete operation of pump house, maintenance of log books as directed by EIC, general upkeeping of premises, security arrangements. Regular chemical dosing in CWR, cleaning and desilting of SR/CWR/Sump once every six months, cleaning of head works, cleaning of storage tanks by removal of vegetation, weeds in surrounding of storage tanks, watch, ward and cleaning of inlet channel, periodical scrapping of slow sand filters, daily valve operations within campus of pump house and all other works as mentioned in scope of work in tender document for per pump house per month. (excluding repairinf of pumping machinery etc) :-25 to 50 HP Load |
| 398 | ………….do……………..up to 25 HP Load |
| 399 | Maintenance of pipe lines (upto dia 300mm) for Rural water supply schemes irrespective of material which includes repairing of Bursts and leakages, pollution control, survey and removal of chocking, disconnection of illegal connections, collection and recording residual chlorine samples (as directed by EIC) during daily supply timings, interconnection and all works related to pipe line network inexisting distribution/rising main pipe lines of all sizes by digging out suitable size of pit in soft and loose soil/hard soild after removal of leakage, same shall bese soil/hard soil including cutting of black top, WBM & CC road of any size at work site. In case of Kharanja road/concrete block road/bricks/blocks of concrete are to be removed and after removal of leakage placed properly and making road in good condition. This will also include cutting of pipe ends, fixing of pipes with jointing material to make repair leak proof and refilling of pit by excavated sand by ramming it at sides of pipes and up to ground level. For etire job, contracor will use their own T&P. Contractor with his own resources shall arrange dewatering, JCB & Tractor compressor if any and restore any aminity at his own cost, damaged while performing the work in this item. The work includes daily petrolling annd repair of leakages withi stipulated time and complete maintenance of pipe line network of rising md distribution pipeline network. Work also includes daily/periodical operation of valves of rising and distribution pipe line network within the scope of work for maintenance of pipe line per KM per month. (Jointing material shall be provided by department) |
| 400 | Maintenance of centrifugal pump sets and motor including cost of rewinding of motor, material component & accessories required to repair pump setss, starters, etc of electric panels, deinstallation and reinstallation of pump sets complete in all respectfor per centrifugal pump set with panel per month. Maintenance of history sheet registeras directed by EIC for centrifugal pump setsper month. Operated load of centrifugal pump sets (HP) :- 6.0 to 12.5 HP |
| 401 | ………………..do……………..21 to 30 HP |
| 402 | (R) Rapid Gravity Filter Plant |
| 403 | Design, construction, commissioning & testing of Non Mechanical Rapid Gravity Filter Plant of capacity as under (8 hrs working in a day).This work includes construction of RCC receiving chamber, baffle channel, floculator, clarifier, collecting channel,filter beds , operation gallery, clear water chamber, channel, chlorination chamber, pipe system for carrying raw water from Pump House to inlet of RGF, clear water from Plant to CWR, De-sludging system including providing pipe system from clarifier , floculator & back wash water chamberto existing storage tank, Back wash pump set with piping system, , air blower as per design, interconnection of raw water, clear water, sludge pipes etc. including allied works such for construction ,commissioning of systemas specified. :- 40 KLH |
AI Tender Summary
Tender Timeline
Aug 03, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 26, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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