Department Of Local Bodies has published Tender For Work Of Providing And Laying Pipe Line And Setting Up Pumping Station With Guard Room, Dg Set Etc. At Ward No. 27 Johar Neemkathana. Submission Date for this Tender is 28-12-2023. Building Work Tenders in Sikar Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-Dec-2023 | Date | Date | 28-12-2023 |
| Sl. No. | Item Description |
| 1 | Work of Providing and laying Pipe line and setting up pumping station with Guard room, DG set etc. at ward no 27 johar Neem ka thana |
| 2 | Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks |
| 3 | Earth work in excavation in foundation, trenches etc. includingdressing of sides and ramming of bottoms, including getting out theexcavated material, refilling after laying pipe/ foundation anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc.Depth upto 1.5 m |
| 4 | Earth work in excavation for roadway, including trimming bottom andside slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and leadupto 1000 metre as per MoRT&H specification clause 301. In all type of soil |
| 5 | Carriage ofMaterials bymechanicaltransportincludingloading,unloading andstacking :: Earth upto 1 km |
| 6 | Construction of embankment with approved materials deposited atsite available from roadway cutting and excavation from drain and foundation of other structures, graded and compacting by vibratoryroller 8-10 tonne to meet requirement of table 300-2 as per MoRT&H specification clause 305. |
| 7 | Supply delivery at site with necessary packing, receiving, unloading,shifting, storing, installation, testing and commissioning of Non clogsubmersible pumping set of 2% Ni CI Cascading, Impeller CF 8M,Shaft SS 410,mechanical seal with 10M Power & Control cable , 5MGalvanized Chain,,10M, 50mm MS galvanized Guide pipe, DuckFoot Bend, with Guide wire SS 304 etc. complete with all respect asper specification Discharge 110 cum/hr and head 11 to 15 M |
| 8 | Providing, lowering, laying, aligning, fixing in position in pipe line,manually operated Knife Gate Valves of approved make for sewage applications of PN 10 class with valve Body of Cast Iron IS 210 FG260 / Ductile Iron, Seal Retainer ring with Stainless Steel ASTM A743 type CF8, Inlet Seal / Rubber Seals of EPDM Rubber, Knifegate of Stainless Steel ASTM A 743 type 304, Bracket / Adaptorplate of Carbon Steel IS : 2062 grade A and packing of PTFE impregnated synthetic yarn of following dia complete in all respect(excluding jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as perTechnical Specifications and as per direction of Engineer. |
| 9 | Providing, lowering, laying in trenches, aligning, fixing in position andjointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortarlining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including allmaterial, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 200mm |
| 10 | Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 11 | Steel work welded in built up sections/ framed work including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 12 | Providing, lowering, laying, aligning, fixing in position at all level/depths CI Class - B double flanged pipes of standard length of2.75m as per IS : 7181 in trenches complete (including jointing andjointing material) including all material, labour, testing andcommissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 200 mm |
| 13 | Work of Providing and laying Pipe line and setting up pumping station with Guard room, DG set etc. at ward no 27 johar Neem ka thana |
| 14 | Fabrication, supply of flanged/ plain ended MS pipe made from MSsheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioningalong with pipe line as per Technical Specifications and as perdirection of Engineer.Note : E/w to be measured and paid separately. MS pipe upto 600mm dia (with minimum 5mm thickness sheet) |
| 15 | Providing, lowering, laying, aligning, fixing in position DI Duckfootbend in pipe line as per IS:1538 (amended up to date) suitable for potable water at all level/ depth including all material, labourhydraulic testing and commissioning as per technical specifications and as per direction of Engineer for following sizes:200 mm dia |
| 16 | Providing, lowering, laying, aligning, fixing in position CI Foot valvesin pipe line as per IS:4038-1986 (amended upto date) suitable for potable water at all level/ depth including all material, labourhydraulic testing and commissioning as per technical specifications and as per direction of Engineer for following sizes: 150 mm dia |
| 17 | Providing, lowering, aligning, fixing in position in pipe line, DI D/Fresilient seated (soft seated) Swing type Non Return Valve ofapproved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up todate) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2- 1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic EpoxyPowder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micronapplied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring ofSS/CS. Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal Nut-Boltconfirming to IS:1363 and IS: 1367 (galvanised steel) Insertionrubber of black EPDM 6mm thick. Suitable support structure as perdirections of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per TechnicalSpecification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earthwork. 200 mm dia |
| 18 | Random rubble dry stone Kharanja (soling) under floor. |
| 19 | Work of Providing and laying Pipe line and setting up pumping station with Guard room, DG set etc. at ward no 27 johar Neem ka thana |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 21 | Random rubble masonry with hard stone in foundation and plinth :25.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) 1st step wall, 2 nd step wall, 3rd step wall |
| 22 | Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. |
| 23 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 24 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts. Door beem, chhajja side |
| 25 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform, beam, roof, stair |
| 26 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. |
| 27 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix), steps Dpc |
| 28 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement:M-25 Grade Concrete (1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) -As per design mix), Beam, chhajja |
| 29 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand), wall |
| 30 | 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 31 | Work of Providing and laying Pipe line and setting up pumping station with Guard room, DG set etc. at ward no 27 johar Neem ka thana |
| 32 | Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 30.24.1 Area of each slab 900 to 2000 sqcm, sketting |
| 33 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand), wall, ceiling, stair |
| 34 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade 32.30.1 New work (two or more coats) over and including priming coat with cement primer. |
| 35 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 36 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. |
| 37 | Work of Providing and laying Pipe line and setting up pumping station with Guard room, DG set etc. at ward no 27 johar Neem ka thana |
| 38 | Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading 20x3mm with suitable screw at not exceeding 150mm distance etc. complete. |
| 39 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Single Socketed Pipes :110 mm diameter |
| 40 | Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Single push fit Coupler :110 mm |
| 41 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. |
| 42 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces. |
| 43 | Wiring of light point/ fan point/ exhaust fan point/ call bell point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it"s all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal, 6 A switch , 3 pin ceiling rose/ Lamp holder / 3 point Connector, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheet"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 . For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .Short point (up to 3 mtr.) |
| 44 | Medium point (up to 6 mtr.) |
| 45 | Long point (up to 10 mtr..) |
| 46 | S&F following sizes (dia.) of ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit as per PWD specification for electrical Works along with its accessories (IS: 3419 ) as required in recess including cutting the wall, covering conduit and making good thesame as required. All relative and latest acceptance tests reports by any NABL accredited lab for the conduit shall be submitted beforeexecution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .MMS ( IS:9537 P - III ) PVC conduit 20 mm |
| 47 | Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it"s all accessor ies( J.B. , Bends etc.) , round tiles, 18 SWG Hot Dipped Galvanized Modular Box with earth terminal, 6 A modular switch, 3/ 5 pin 6 A modular socket, Modular face plate with grid plate, screws etc,all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheet"s & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .On board |
| 48 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as p er IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A or C ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing cappingincluding all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. |
| 49 | Work of Providing and laying Pipe line and setting up pumping station with Guard room, DG set etc. at ward no 27 johar Neem ka thana |
| 50 | Providing & Fixing of ISI marked (IS:371) 6 amp surface type 3 pin ceiling roses as per PWD specification for electrical Works, made out from industrial grade Polycarbonate or fire resistant ABS material, brass terminal & captive screws including making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . |
| 51 | Providing & Fixing of IK09 recessed/surface mounting heavy duty horizontal type sheet steel not less then 1.2 mm thick Distribution board as per PWD specification for electrical Works ISI marked conforming to IS-13032 & IS-8623 / conforming to IEC 61439-3. Phosphatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link ,connecting wire of suitable rating and din bar,masking sheet,including making internal DB terminations with copper lugs and with detachable gland plate, including making connections, testing etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . E060610 IP-43 Double door (single phase)16 Way (16 O/G +2 I/C) |
| 52 | Providing and fixing of non modular power plug point accessories as per PWD specification for electrical Works with 18 SWG G I box of size 175 x 100 x 60 mm with earthing terminal/connector on recessed/surface with suitable size phenolic laminated sheet (IS : 2036 - 1995) cover including cost of 16 amp. Switch (IS :3854) and 3/6 pin 16 amp. socket outlet [ as per detailed in respective item in BSR], making connection , testing , etc. as required. All as per preapproved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . |
| 53 | Providing corrugated G.S. sheet roofing including vertical/ curvedsurface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheetscomplete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and includingcutting to size and shape wherever required. |
| 54 | Providing, lowering, laying in trenches, aligning, fixing in position andjointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ringjoints (as per IS 4985-2000) of following outer dia with allaccessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per TechnicalSpecifications and as per direction of Engineer. Note : E/w to be measured and paid separately.110 mm dia |
| 55 | Work of Providing and laying Pipe line and setting up pumping station with Guard room, DG set etc. at ward no 27 johar Neem ka thana |
| 56 | Providing, lowering, laying in trenches, aligning, fixing in position andjointing uPVC pipe fittings/ accessories of class III (6 Kg/sqcm) confirming to IS:7834 suitable for potable water with rubber ringsjoints in uPVC pipe line at all levels/ depth including all material,labour, hydraulic testing and commissioning as per TechnicalSpecifications and as per direction of Engineer. Equal Tee (Moulded) welded with socket 110 mm dia |
| 57 | Providing, lowering, laying in trenches, aligning, fixing in position andjointing uPVC pipe fittings/ accessories of class III (6 Kg/sqcm)confirming to IS:7834 suitable for potable water with rubber ringsjoints in uPVC pipe line at all levels/ depth including all material,labour, hydraulic testing and commissioning as per TechnicalSpecifications and as per direction of Engineer. Double/Single socketed 90 degree long bend (single piece weldedwith socket) 110 mm dia |
| 58 | Providing, lowering, laying, aligning, fixing in position and jointing CID- joint class-10 as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing andcommissioning as per Technical Specifications and as per direction of Engineer.100 mm dia |
| 59 | Supply , Installation, Testing and Comissioning of Silent DG Set (Asper latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H |
| 60 | Supplying and Laying ISI marked P.V.C. insulated submersiblecable as per PWD specification for electrical Works confirming toIS:694 and as per IS 8130 : 2013 of 1.1 kV grade .Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity ,insulation PVC type A or C ,flame retardant as per IS 10810-53,better amperage rating as per VDE 0298 part 4 including makingconnection etc. as required. OEM Must have its own in house NABLlab setup for all testing facilities for wires. All as per pre approved byEngineer in charge, making connections. For additional technical parameters of products/ work , refer Annexure "A" attached withthis BSR .6.0 Sq.mm 3 core flat / Round |
| 61 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume /Stoneware / PVC pipe/ open duct/cable trench with filling ofexcavated earth in trench , on existing cable trays or on surface etc.including making necessary connection, testing etc. as required ofsize and as per points (a), (b), (c), mentioned below:-(a) Material :- H4- Grade aluminium conductor of purity >99.6 % &as per IS:1554 P-I / IS :7098 P – I(b) conductor shall have electrolytic aluminium confirming to IS8130, IS 3975-1999 for armouring of cables in armoured cableitems , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testingprocedures. (c) OEM Must have ISO 9001 & 14001 certifications for qualityassuarance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM testreport shall be submitted . All above as per pre approved byEngineer in charge. For additional technical parameters of products/work , refer Annexure "A" attached with this BSR. Armoured Cable,35.0 Sq. mm,4 core |
| 62 | S & F of Star delta Starter with MCB, Main and Aux Contactor, O/LRelay, L/R Selector Switch,3 Indicating lamps, Start-Stop PushButton ,Control MCB with panel with all accessories with following rating ,11 KW |
| 63 | Supply Installation testing & Commissioning of ISO certifiedcompany made DOL/Star-Delta Starter panel made out from 1.6mm thick powder coated CRCA sheet, enclosure comprising of overload protection relay, short circuit & single phasing protection,Illuminated ON / OFF push buttons, ammeter, voltmeter, indicatinglamps etc. suitable for following rating motors complete in allrespect. Appropriate type test certificate / OEM test report shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure"A" attached with this BSR For Three phase Submersible / Mono block pump 3.0 HP to 10.0 HP ( Star / Delta starter ) |
| 64 | Supply , Installation, Testing and Comissioning of following capacityPlug in / Tap off Box suitable for Sandwich type bus bar trunkingConfirming to ANSI C37.23 standard & IS 8623 P-II & IEC-60947-2- 2000 for use on 3 phase 4 wire 415 volts, 50Hz A.C. supply madewith 1.6mm thick steel sheet enclosure duly powder coated with provision of MCB/MCCB / ACB (but without MCB/MCCB/ACB)complete with necessary joints including clamping brackets, angle iron bracket, steel fasteners, connecting to earthing system etc. asrequired complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 100/125 amps (Suitable for MCCB) without MCCB |
| 65 | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in a batching plant, transported to site, laidmanually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification includingall material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 66 | Providing and laying un-reinforced, dowel jointed, plain cementconcrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid,spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinaljoints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance ofdiversion. PCC M-20 |
| 67 | Work of Providing and laying Pipe line and setting up pumping station with Guard room, DG set etc. at ward no 27 johar Neem ka thana |
| 68 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) |
| 69 | Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr |
| 70 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost ofnosing of steps etc. complete.40mm thick |
| 71 | Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up todate) marked and pipes from 300 mm upto 2000 mm manufacturedthrough vertical / vibrated casting process all levels with RubbergasketsEPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testingof the sewer pipe line (including cost and conveyance of water tosite for testing) etc., complete as directed by Engineer. Note : E/w tobe measured and paid separately. Length of pipe shall be measuredin between the outer wall of two manholes / Inspection chambers.Pipe in the manhole/inspection chamber’s wall shall deemed to beincluded in the item of manhole/inspection chamber shall not be payable. 600 mm internal diameter |
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