Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Subwork No. 01 - RCC Bandhara - 20M with Connecting Pipe ArrangementExcavation in general hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connection Pipe, Jackwell Pump House, Supply Well etc. for Lift 0 to 1.5M. & Lead of 150M. including barricadding, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling. b)For Head Works on River a) Lift 0.00 - 1.50 m |
| 2 | Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete. |
| 3 | Providing, constructing coffer dam in river basin / dam storages as per type design including xcavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge |
| 4 | Providing & laying in situ M-150 grade of CC of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering formwork compacting & curing finishing etc. complete. |
| 5 | Providing and laying in situ cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, formwork, compaction, finishing and curing, etc complete. ( Excluding M.S. or TOR reinforcement) in RCC M-250. RCC M-250.Foundation Raft |
| 6 | RCC M-250.Foundation Wall |
| 7 | Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. |
| 8 | Item No 7 :- Providing structrual steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/bolted/welded connections and one coats of anticorrosive paint and over it two coats of oil painting etc. complete. |
| 9 | Providing and fixing Jungle (hard) wood of approved species joists and girders in timber floor of single, double or framed type including scaffolding if necessary and one primer coat etc.complete |
| 10 | Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete |
| 11 | Excavation in general soft material comprising of soil in soft murum sand hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connection Pipe, Jackwell Pump House, Supply Well etc. for Lift 0 to 1.5M. & Lead of 150M. including barricadding, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.a) Lift 0.00 - 1.50 m (0.00 to 2.50m) |
| 12 | Excavation in general hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connection Pipe, Jackwell Pump House, Supply Well etc. for Lift 0 to 1.5M. & Lead of 150M. including barricadding, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.a) Lift 1.50 - 3.00 m (2.50m to 3.00m) |
| 13 | Filling in plinth and floors / trenches with excavated murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 14 | Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directe. |
| 15 | Providing and fixing in position C.I. / M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anticorrosive oil paint, etc. complete as directed by Engineer-in-charge. |
| 16 | Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with consolidation surcharging etc complete. |
| 17 | Sub Work No 02- RAW WATER Pumping Machinery 10 HPProviding, erecting and giving test of submersible pump set conforming to IS 8034 /76 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel impeller and bronze impeller . Impeller shall be dynamically balanced motor suitable for working for 380/440 V 3 PH 50 cycles AC supply cable guard thrust cabbon, fibre bearing to accept entirely drastic thrust water proofing winding , pump shall have suitable outlet as per recommendation of manufactuter stream lined non return valve shall be provided with the pump suitable suction strainer shall also be provided 3 core double coated copper conductor submersible type flat cable 3 mtrs shall be provided along with the pump etc completed. Pump Capacity -10 HP,Head-97.06 m,Stages-12, |
| 18 | Providing Erecting PVC Sheathed Submersible Cable.including all local and central taxes, octroi, inspection charges , transportation to store etc. complete.3 core 6 sq mm, |
| 19 | Supplying, erecting & terminating XLPE armoured cable aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification No.CB-LT/AL 4 core 10 sq. mm. |
| 20 | Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. Gl Rod complete with all materials as per specification no.EA-EP |
| 21 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.125 mm dia. GI medium class |
| 22 | Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete.125 mm dia. GI medium class |
| 23 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia i unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) -For Non Return Valve150 mm dia. PN-1 Without Byepass |
| 24 | Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. complete.150 mm dia CIDF Sluice valve |
| 25 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)For Non Return Valve150 mm dia. PN-1 Without Byepass |
| 26 | Sluice valves150 mm dia CIDF Sluice valve |
| 27 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba / Mahindra & Mahindra make) from inside and outside excludingall statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. |
| 28 | Supplying and erecting following items ,including all taxes i.e. local and central , transporting ,louding ,unloading etc. complete. … 1)100 mm dia GI bend |
| 29 | 2) 150 mm dia GI Tee. |
| 30 | For labour charges for internal wiring of panels including all material add as below6 HP to 10 HP Twin Set Panel |
| 31 | Providing and erecting multi programmeble unit suitable for submerssible pumpsets. main panel control. |
| 32 | Giving test and trial of all components of pumping machinary for one month |
| 33 | Supplying and erecting panel board ,including following things 1) Marine Plywood 2) 4 pole iron clade Rotary change over switch 3)Triple pole metal clad switch and fuse 4) Ammeter 5) Voltmeter 6) Set of pilot lamp 7) D. O. L. starter 8) Condenser 9) Selector switch 10) GI Sheet Box 11)Self Locking Arrangment etc.complete |
| 34 | Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark.2 Ton Capacity |
| 35 | Providing structrual steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/bolted/welded connections and one coats of anticorrosive paint and over it two coats of oil painting etc. complete. ISMB 200 - 2 x 8.5 x 25.40 / mtr.= 431.8 kg ISMB 150 - 5 x 5 x 14.90 / Mtr. = 372.50 kg ISA 50 x 50 x 6 x 4.50 / Mtr. = 67.50 kg |
| 36 | Providing and fixing in position M.S.ladder 0.50 M wide consisting of 75 X 10 mm MS flats as stringers and 16mm dia. MS bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti-corresive paint, etc. complete as directed by Engineer-in-Charge. 4 x 3 = 12 Mtr. |
| 37 | SUB WORK NO.3 - Solar Power Plant -15 KWP- Part A - Mechanical WorkSupplying, installing, testing and commissioning of 15 kWp capacity on grid solar power pack with GI mounting structure.The above benchmark cost includes cost of solar pv panels (with 335 W mono half cut cells) AC:DC ratio 1:1 inverter(three phase) balance of stem eg.cables,switches / circuitbreakers / connectors /junction box, mounting sturctue earthing, lightning arrestor , civil works, installation and commisioning CMC for five yrs transportation insurance applicable taxes etc. The above cost are excluding of net metering and battery back up cost.- Benchmark cost for Grid Connected Roof-top Photo-voltic Systems for financial year 2021-22 dt-27/10/21 |
| 38 | Supplying and erecting AC three phase LT CT multifunction net meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months istory of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer.(PWD Ele-DSR 2021-22 P.No. 128 Item No. 6-3-14 )+5% |
| 39 | Supplying and erecting LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3x240V,50 Hz with optical & RS 232 port, backlit LCD, measures & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs. |
| 40 | Supplying, erecting & terminating XLPE armoured cable 3 core 10 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU |
| 41 | SUB WORK NO.4 - Solar Power Plant -15 KWP- Part B - Civil WorkExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259). |
| 42 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) |
| 43 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259) |
| 44 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A- 5/259) |
| 45 | Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) |
| 46 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) In PCC M-150 |
| 47 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)In RCC M-200 |
| 48 | Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction,finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200 |
| 49 | Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) M 200 For Beam |
| 50 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F-17/306) Tor Steel |
| 51 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 52 | For structure Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of baysas specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tierunners, foundation bolts, baseplates, nutsand bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge. |
| 53 | For structure ( LESS Painting Charges) Providing and applying two coats of oil paint and one coat of primer/red oxide of Iron Paint externally including cleaning the surface of pipe with steel scrapers wire brushes and metal cleaning solution etc complete. |
| 54 | For structure Providing and applying material & labour for hot dip galvanizing of above structure including transportation for galvanizing as per R.C |
| 55 | For structure - Transporting charges of vehicle per trip for Appox. 50 km ead including loading unloading & stacking charges. |
| 56 | Rent for Crane for erection of structure- |
| 57 | Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50x50mm, 8gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40x40x6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450x450x670 mm. at 1.75M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25x25x5 mm size and vertical M.S. flat 35x5 mm and 25x5 mm horizontal including cross support of 40x40x6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc.complete. |
| 58 | Providing and fixing 50mm. dia. medium class G.I. pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete. |
| 59 | Providing and fixing board displaying information,such as 'Name of work,Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20mx0.90m size made out 18gauge(1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on backside and border/ messages/ symbols etc. with approved colourshade paint complete, on M.S.angle of size35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including, excavation, refilling, transportation and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 60 | Sub Work No.05 - RCC Switch HouseExcavation for foundation / pipe trenches in earth soils of all types sand gravel and soft murum including removing the excavated material upto a distance stacking and spreading as directed, normal dewatering preparing the bed for foundation excluding back filling etc. complete. |
| 61 | Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete |
| 62 | Providing and casting in situ c.c .of trap/ granite / quartzite / gneiss metal of approved quality for RCC work in foundation like raft , grillage , strip , foundation and footing of R.C.C. columns and steel stanchious including normal dewatering ,centering ,form work, compacting ,finishing the formed surfaces, with CM 1:3 if sufficient minimum thickness if special finish is to be provided and curing ,etc. complete .For RCC –M -200 , |
| 63 | Filling in plinth and floors /trenches murum bedding with approved murum from excavated materials from foundation in 15cm to 20cm layers including watering and compaction complete . |
| 64 | Providing II nd class B.B. masonry with conventional bricks in cm1:6 in foundation and plinth of inner walls /external walls including normal dewatering .striking joints on unexposed faces ,racking out joints on exposed faces and watering etc. complete. |
| 65 | Providing and casting in situ c.c .of trap/ granite / quartzite / gneiss metal of approved quality for RCC work as pert detailed drawing and designs or as directed by Engineer –in charge including normal dewatering ,centering ,form work, compacting ,finishing the formed surfaces, with CM 1:3 if sufficient minimum thickness if special finish is to be provided and curing ,etc. complete .A) For RCC –M -200 , For columns |
| 66 | B) For –M -200 , For R.C.C. Beam |
| 67 | c) For RCC –M -200 , Lintel,Chajja,& Slab |
| 68 | Providing and fabricating steel bar reinforcement in position of various diameter for RCC piles, canopies , staircases , newels , chajjajs , lintels , pardies , copings , staircases , as per drawings and schedules ,including cutting ,bending ,hooking the bar ,binding with wires or tack welding and supporting as required etc. complete .Tor Steel |
| 69 | Providing rough cast cement plaster externally 20mm thick intwo coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing complete. |
| 70 | Providing internal cement plaster 20mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing complete. |
| 71 | Providing and laying cement concrete flooring 40mm thick with M150 cement concrete laid to proper level and slope in alternative bays including compaction,filling joints,making lines to give the appearance of tiles of 30cm x 30 cm or other sizelaid diogonally/square etc.finishing smooth (with extra cement) in any colour as directed and curing etc.complete. For Flooring |
| 72 | Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of pproved type and quality, iron oxidised fixtures and fastenings, oil painting two coats complete. |
| 73 | Providing and fixing M.S. grill door 24 kg/sqm of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc. Spec. No.: As directed by Engineer in charge. |
| 74 | Providing and applying water proof cement paint of approved make and of approved colour to the plastered surfaces including scaffolding if necessary and preparing the surfaces ,curing etc. complete . |
| 75 | Sub Work 06- Pressure Sand Filter-20000 Lit/Hr Designing (aesthetically), providing and constructing high rate Pressure Water Treatment Plant , Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure mechanical and electrical components of various sub-works asgiven below, including necessary hydraulic testing, structural testing and trial run for 1 months, etc. complete as directed by Engineer-in-charge (turnkey job) works. |
| 76 | Sub Work No 07- RCC Filter HouseExcavation for pipe trenches in in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond area and lifts as below and stacking and preading as directed, dewatering, shoring and struting preapering the bed for foundation excluding back filling etc. complete. |
| 77 | Providing and laying in situ 1:3:6 (M-150) grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete. |
| 78 | Providing and casting in situ c.c .of trap/ granite / quartzite / gneiss metal of approved quality for RCC work in foundation like raft , grillage , strip , foundation and footing of R.C.C. columns and steel stanchious including normal dewatering ,centering ,form work, compacting ,finishing the formed surfaces, with CM 1:3 if sufficient minimum thickness if special finish is to be provided and curing ,etc. complete .For RCC –M -200 , |
| 79 | Filling in plinth and floors /trenches murum bedding with approved murum from excavated materials from foundation in 15cm to 20cm layers including watering and compaction complete . |
| 80 | Providing and laying cement concrete flooring 40mm thick with M150 cement concrete laid to proper level and slope in alternative bays including compaction,filling joints,making lines to give the appearance of tiles of 30cm x 30 cm or other sizelaid diogonally/square etc.finishing smooth (with extra cement) in any colour as directed and curing etc.complete. |
| 81 | Providing II nd class B.B. masonry with conventional bricks in cm 1:6 in foundation and plinth of inner walls /external walls including normal dewatering .striking joints on unexposed faces ,racking out joints on exposed faces and watering etc. complete. |
| 82 | Providing and casting in situ c.c .of trap/ granite / quartzite / gneiss metal of approved quality for RCC work as pert detailed drawing and designs or as directed by Engineer –in charge including normal dewatering ,centering ,form work, compacting ,finishing the formed surfaces, with CM 1:3 if sufficient minimum thickness if special finish is to be provided and curing ,etc. complete .A) For RCC –M -200 , For columns |
| 83 | B) For –M -200 , For R.C.C. Beam |
| 84 | c) For RCC –M -200 , Lintel & Chajja,& Slab |
| 85 | Providing and fabricating steel bar reinforcement in position of various diameter for RCC piles, canopies , staircases , newels , chajjajs , lintels , pardies , copings , staircases , as per drawings and schedules ,including cutting, bending, hooking the bar ,binding with wires or tack welding and supporting as required etc. complete. |
| 86 | Providing rough cast cement plaster externally 20mm thick intwo coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing complete. |
| 87 | Providing internal cement plaster 20mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing complete. 20mm thick in cm 1:3 |
| 88 | Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portionremaining portion with M.S.flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc.complete. |
| 89 | Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks withrectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. with colour Anodising without box |
| 90 | Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lockplate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 6248-1979) (Without mechanical gear) |
| 91 | Providing and applying water proof cement paint of approved make and of approved colour to the plastered surfaces including scaffolding if necessary and preparing the surfaces ,curing etc. complete . |
| 92 | Sub Work No 08 - Rising Main 110 mm -10 KG 500 mProviding ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete.100 mm dia. GI medium class |
| 93 | For Non Return Valve100 mm dia. PN-1 Without Byepass |
| 94 | Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.100 mm dia CIDF Sluice valve |
| 95 | Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete.50 mm Pressure Relif valve- PN-1 |
| 96 | Providing and supplying Air Valves as per IS-14845 / 2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (Central and Local), railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / site,unloading and stacking etc. complete.25 mm dia. Singl Ball flanged type PN-1- |
| 97 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 M |
| 98 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 99 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc.complete. (Bd-A-4/259)Lift 0 to 1.5 M |
| 100 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259).Lift 0 to 1.5 M |
| 101 | Filling in plinth and floors / trenches with excavated murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 102 | Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).110-mm PVC 10 kg/sq.cm. |
| 103 | Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,etc. complete. 110-mm PVC 10 kg/sq.cm. |
| 104 | Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete.100 mm dia. GI medium class |
| 105 | Hydraulic testing of G. I. pipe line to specifiedpressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion.100 mm dia. GI medium class |
| 106 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)For Non Return Valve100 mm dia. PN-1 Without Byepass |
| 107 | Sluice valves100 mm dia CIDF Sluice valve |
| 108 | Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves.For Non Return Valve100 mm dia. PN-1 Without Byepass |
| 109 | Sluice valves100 mm dia CIDF Sluice valve |
| 110 | Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.)50 mm Pressure Relif valve- PN-1 |
| 111 | Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) Foundation on Murun and Harder Strata.UPTO 150 mm dia |
| 112 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.Net Refilling |
| 113 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer incharge.Note: Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M )Valve Chamber with Precast R.C.C. covers.size 0.9mx0.6mx1.2m |
| 114 | Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete.M-15 for Road crossing |
| 115 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.For Road Crossings-200 mm NP-II Class |
| 116 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS-783-1985.For Road Crossings-200 mm NP-II Class |
| 117 | Sub Work No 09 - Rising Main 140 mm 10 kg - 800 m & 6 kg - 700 mProviding and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).PVC-140mm -10 kg/sq.cm |
| 118 | PVC-140mm -6 kg/sq.cm |
| 119 | Providing ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete.125 mm dia. GI medium class |
| 120 | 100 mm dia. GI medium class |
| 121 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia i unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)For Non Return Valve150 mm dia. PN-1 Without Byepass |
| 122 | Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.150 mm dia CIDF Sluice valve |
| 123 | Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete.50 mm Pressure Relif valve- PN-1 |
| 124 | Providing and supplying Air Valves as per IS-14845 / 2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (Central and Local), railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / site,unloading and stacking etc. complete.40 mm dia. Single Ball flanged type PN-1- |
| 125 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 M |
| 126 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 127 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)Lift 0 to 1.5 M |
| 128 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259).Lift 0 to 1.5 M |
| 129 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete. |
| 130 | Filling in plinth and floors / trenches with excavated murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 131 | Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).PVC-140mm -10 kg/sq.cm |
| 132 | PVC-140mm -6 kg/sq.cm |
| 133 | Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. PVC-140mm -10 kg/sq.cm |
| 134 | PVC-140mm -6 kg/sq.cm |
| 135 | Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material etc. complete.125 mm dia. GI medium class |
| 136 | 100 mm dia. GI medium class |
| 137 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)For Non Return Valve125 mm dia. PN-1 Without Byepass |
| 138 | 125 mm dia CIDF Sluice valve |
| 139 | Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.)50 mm Pressure Relif valve- PN-1 |
| 140 | Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) Foundation on Murun and Harder Strata.UPTO 150 mm dia |
| 141 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.Net Refilling |
| 142 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer incharge.Note: Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M )Valve Chamber with Precast R.C.C. covers.size 0.9mx0.6mx1.2m |
| 143 | Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete.M-15 for Road crossing |
| 144 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.For Road Crossings-200 mm NP-II Class |
| 145 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS-783-1985.For Road Crossings-200 mm NP-II Class |
| 146 | Sub Work No 10 - Distribution SystemProviding ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete.80 mm dia. GI medium class |
| 147 | Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.80 mm dia CIDF Sluice valve |
| 148 | 65 mm dia CIDF Sluice valve |
| 149 | Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc . complete. 0.0 to 1.50. |
| 150 | Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 151 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 152 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete. |
| 153 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 154 | Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).90 mm dia. PVC 4kg/sqcm |
| 155 | 75 mm dia. PVC 4kg/sqcm |
| 156 | Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.90 mm dia. PVC 4kg/sqcm |
| 157 | 75 mm dia. PVC 4kg/sqcm |
| 158 | Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, giving satisfactory hydraulic test etc. complete.80 mm dia. GI medium class |
| 159 | Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km usingreciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour operation charges etc. required for testing, The rates under this itemshall also include cost of retesting if necessary and reinstating to original postion. 80 mm dia. GI medium class |
| 160 | Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc cvertical position as directed by Engineer-in-charge .80 mm dia CIDF Sluice valve |
| 161 | 65 mm dia CIDF Sluice valve |
| 162 | Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves.80 mm dia CIDF Sluice valve |
| 163 | 65 mm dia CIDF Sluice valve |
| 164 | Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion fixing in murum packing etc. complete. 100 MM X 225 MM (20 KG/ NO) |
| 165 | Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-chargeChamber size 60X45 X 90 cm |
| 166 | Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with consolidation surcharging etc complete. |
| 167 | Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete..M15 For Patch Work of Concrete Road |
| 168 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.For Road Crossings-150 mm NP-II Class |
| 169 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.For Road Crossings-150 mm NP-II Class |
| 170 | Sub Work No 11 - Distribution SystemProviding and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).110 mm dia. PVC 4kg/sqcm |
| 171 | 90 m dia. PVC 4kg/sqcm |
| 172 | 75 mm dia. PVC 4kg/sqcm |
| 173 | Providing ISI mark GI pipes of following class and dia. Including all local and central taxes , octroi, third party inspection charges, transportation to stores , etc. complete.80 mm dia. GI medium class |
| 174 | Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.125 mm dia CIDF Sluice valve |
| 175 | 100 mm dia CIDF Sluice valve |
| 176 | 80 mm dia CIDF Sluice valve |
| 177 | Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc . complete. 0.0 to 1.50. |
| 178 | Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 179 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. |
| 180 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete. |
| 181 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 182 | Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).110 mm dia. PVC 4kg/sqcm |
| 183 | 90 m dia. PVC 4kg/sqcm |
| 184 | 75 mm dia. PVC 4kg/sqcm |
| 185 | Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.110 mm dia. PVC 4kg/sqcm |
| 186 | 90 m dia. PVC 4kg/sqcm |
| 187 | 75 mm dia. PVC 4kg/sqcm |
| 188 | Lowering, laying and jointing GI pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, etc. complete.80 mm dia. GI medium class |
| 189 | Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc cvertical position as directed by Engineer-in-charge .125 mm dia CIDF Sluice valve |
| 190 | 100 mm dia CIDF Sluice valve |
| 191 | 80 mm dia CIDF Sluice valve |
| 192 | Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion fixing in murum packing etc. complete. 100 MM X 225 MM (20 KG/ NO) |
| 193 | Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with consolidation surcharging etc complete. |
| 194 | Providing and laying in situ M-15 grade of C.C. of trap /granite / quartzite /gneiss metal for foundation and bedding including dewatering ,form work , compacting and curing finishing etc. complete..M15 For Patch Work of Concrete Road |
| 195 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.For Road Crossings-150 mm NP-II Class |
| 196 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS-783-1985.For Road Crossings-150 mm NP-II Class |
| 197 | Sub Work No 12 - Trial Run For 1 monthCommissioning running, maintaining & necessary repairs of the scheme including engaging necessary personnel such as operator, valveman etc as per requirements of the scheme and who should also administer chemical dose for a period of 1 years for regional scheme, together with training of personnel spared by MJP / M.C as directed by Engineer-in-charge. Trial period shall be one year with principle Gravity Main, Pure Water Gravity Main from MBR to different ESRs, Distribution System etc (for one years) with Raw water P/M, Raw water R/M, WTP including supply of pure drinking water to the consumers, etc complete as directed for one year. Please Enable Macros to View BoQ information |
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