Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Subwork No. 1: Core Bore Item No. 1 : Taking trial bore (Core Bore Sampling)by Callyx machine with TCT/NX bits to gather undisturbed strata samples forinvestigation in all types of strata, soft soil, murum, hard murum with boulders, softrock, hard rock and quartzite, etc. The item includes all hire and running cost ofCallyx machine, conveying all materials to site of work excluding conveyance ofcallyx machine and back sampling all over burden strata in glass jar and coresamples serially numbered at site in a wooden core box, samples to be taken at1.0 M interval and conveying to the place as directed by Engineer-in-charge. Thediameter of bore in overburden shall be 100 mm and of NX size (50 mm) in otherstrata. The item shall also include M.S. casing pipe of 2.5 mm thick plate inoverburden only and shall be 1.0 M above GL with cap over it. In overburden |
| 2 | b) In a Weathered rock with boulders |
| 3 | c) In Weathered rock / Soft Rock |
| 4 | d) In Hard Rock Other than quartzite |
| 5 | Subwork no2 - Approach BundItem no 1 - Providing earthwork embankment with approved material obtained by excavation includung all lifts adnd leads upto 50 m laying in layers of 20 to 30 cm thickness breaking colds dressing to the required lines curves grade section watering and compaction to 95 % of stain standard proctor density etc. completed as per directed by engg inchargeA ) With power roller |
| 6 | Item no 2 - Providing dry rubble stone pitching including all material hand packing etc.complete yhick including packing with quarry spalls and haed murum etc.complete as directed by engineer in charge.23 cm (about 9\" ) |
| 7 | Item no 3 - Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for incasing of PVC pipe in cement concrete road including dewatering form work, compacting and curing. finishing etc. complete .Cement Concretefor Encasing of PVC pipe |
| 8 | Subwork No. 3: Pro Well (8x18 m)Item No. 1 : Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake well, connecting pipe, Jack well, pump house, supply well, etc for lift 0 to 1.5 m and lead of 150 M including barricading gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling. For Head Works onRiver or any other site of GSDA for initial lift of 0 to 1.5 M a) Lift 0.0 to 1.50 mtr. |
| 9 | b) Lift 1.50 to 3.0 mtr. |
| 10 | c) Lift 3.00 to 4.50 mtr. |
| 11 | d) Lift 4.5 to 6.00 m |
| 12 | Item No. 2 : Excavation in general in hard material comprising of soft rock, hard rock, manjara rock etc by blasting/ controled blasting,chseling as required in wet or dry conditionfor Head Works i.e. Intake well, connecting pipe, Jack well, pump house, supply well, etc for lift 0 to 1.5 m and lead of 150 M including barricading gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling. For Head Works on Nalla or any other site of GSDA for initial lift of 0 to 1.5 M e) Lift 4.5 to 6.00 m |
| 13 | f) Lift 6.00 to 7.50 m |
| 14 | g) Lift 7.5 to 9.00 m |
| 15 | h) Lift 9.00 to 10.50 m. |
| 16 | i) Lift 10.50 to 12.00m. |
| 17 | j) Lift 12.00 to 13.50 m |
| 18 | k) Lift 13.50 to 15.00 m |
| 19 | l) Lift 15.00 to 16.50 m |
| 20 | m) Lift 16.50 to 18.00 m |
| 21 | Item No. 3: Providing and laying in situ 1:2:4 (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 with initial lift of 1.5 m. below / above ground level.PCC for levelling course.( M - 150 ) Lift 5.00 to 10.00 |
| 22 | Item No. 4 : 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 M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajshree, etc cement is permitted. Excluding M.S. or Tor reinforcement) For RCC M-200 Beams / Braces / LintelsRing Beam leadge level ( M -300 ) Lift 5.00 to 10.00 |
| 23 | Item No. 5: Providing and casting in situ Cement Concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, cenetring, 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 mis 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). For RCC M-300 grade - slabs / landings / vertical walls / waist slabs / Steps for staircase. Staining wall of Percolation well ( M - 300 ) Lift0.00 m to 5.00 m(Above G.L ) |
| 24 | Lift0.00 m to 5.00 m(Below G.L ) |
| 25 | Lift5.00 m to 10.00 m(Below G.L ) |
| 26 | Item No. 6: Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footing, foundation, slabs, beams, columns, canopies staircases. Newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, derawings 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) Tor Steel. Lift 0 to 5 M |
| 27 | Lift5.00 m to 10.00 m |
| 28 | Item No. 7 : Providing, and fixing 75 mm dia P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete with all leads and lifts. |
| 29 | Item No. 8 : Providing and fixing in position C. I. Dapuri steps or 22 mm dia M.S. bar step with proper anchorage, etc. and providing and applying three coats of ant-corrosive paintetc complete as directed by Engineer-in-charge. |
| 30 | Item No. 9: Providing and filling around the well boulder filling of selected variety and size of boulders including cost of allmaterials, labour, transportation, etc complete with all leads and lifts. |
| 31 | Item No. 10: Providing stuctural 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 250 x 125 |
| 32 | Item No. 11: Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour fuel) etc. complete. |
| 33 | Item No. 12: Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. As above but with only 2 rows |
| 34 | Item No. 13: Providing and fixing M.S. chequerredplate flooring of following thickness supported on M.S. angles (25x25x5 mm in size) including welding, cuttting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint etc. complete as directed by engineer in charge. 8 mm thick |
| 35 | Item No. 14: Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials.overhead,labours etc. completed as directed.The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. For 7 Days |
| 36 | Item No. 15: Refiling 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. Reffiling |
| 37 | Item No. 16: Taking Inwell Bore ( Horizontal Bore )150 mm dia excavation in Hard Murum,Soft Rock & 115 mm diaexcavation in Hard Rock etc. complete. As per Zp approved quotation. |
| 38 | Subwork No. 3 Switch Room (3x2.5 m) Item No. 1 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 39 | Item No. 2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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. |
| 40 | Item No. 3 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) |
| 41 | Item No. 3 A : Providing and laying in situ Cement concrete M-15of trap or granite or quartzite or gneiss metal for foundation and bedding includingdewatering, form work, compacting,roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC (M-150) |
| 42 | Item No. 4 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 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. orTor ReinforcementRCC Footings ( M-200) |
| 43 | Item No. 5 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge 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 )RCCCOLUMNS ( M-200) |
| 44 | Item No. 6 Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening 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.) RCCBEAMS ( M-200) |
| 45 | Item No. 7 Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in plinth as backing with composite masonry including bailing out water manually, striking joints, raking out joints and watering complete. B.B.Masonry for super structer |
| 46 | Item No. 8 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening 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 ofL&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) RCCChajjas/Pardies ( M-200) |
| 47 | Item No. 9 Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening 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 fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .) Excluding M S or Tor reinforcement. RCC Slab ( M-200) |
| 48 | Item No. 10 Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) Tor Steel |
| 49 | Item No. 11 Providing & fixing steel window and door of various sizes as per detailed drawings fabricated from I.S. standerd sections without hot dip zinc coating without /with ventilators including fabrication , glazing with non acetinic / plain / obscured glass panels of approved type and quality of fixtures and fastening without teak wood boxing, and architraves and finishing with one coat of primer complete. with guard bars 12 mm square bar 10 cm . centre to centre. Door & Windows |
| 50 | Item No. 12 Providing and fixing in position mild steel door/ window shutters including mild steel angle frame of size 50X 50X 5 mm. for fixing mild steel sheet 24 gauge including welding fixing to frame and all necessary fixtures including electrostatic powder coating etc. complete.DOOR & Windows |
| 51 | Item No. 13 Providing internal cement plaster 6 mm. thick in a single coat in cement morter 1:3 without neeru finish to concrete surface in all positions inculding scffolding and curing complete.Refn. :Bd.L.1 Sr. No. 882 Internal cement plaster |
| 52 | Item No. 14 Providing internal cement plaster 12 mm. thick insingle coat in cement morter 1:3 without neeru finish toto concrete or brick surfaces,in all positions inculding scffolding and curing complete.Refn. :Bd.L.2B Sr. No. 885Internal cement plaster |
| 53 | Item No. 15 Providing sand faced plasterexternally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same fornot less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to8 mm. thick in cement mortar 1:4 finishingthe surface by taking out grains and curing for foureen days scaffolding etc. complete.Refn. :Bd.L.7 Sr. No. 891 sand faced plasterexternally |
| 54 | Item No. 16 Provinding and applying white-wash in Two coat on old/ new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down complete.Refn. :BDP.1A Sr. No. 1026 |
| 55 | Item No. 17 Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc.complete.Sr. No. 1034 |
| 56 | Item No. 18 Provinding and applying three coats of water proof cement paint of approved manufacture and approved colour to the plastered surfacesincluding scaffolding if necessary, cleaning and preparingthe surface watering for two days complete.Sr. No. 1013 |
| 57 | Item No. 19 Provinding and applying two coats of synthetic enamal paint of appoved colour to new stuctral steel work in building, including scaffolding if necessary, cleaning and preparingthe surface (excluding primer coat ) complete.Refn. :BDO.5 Sr. No. 1005 |
| 58 | Item No. 20 Refiling 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. |
| 59 | Sub Work No. 4: Pumping Machinary @ Pro WellItem No1:- 150mm dia Sub pump set.Providing, erecting and giving test of5 HP/ 9 Stage 150 mm dia Sub pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump sheel be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415(+/-)10% volt 3 ph 50 c/s a.c. supply ,thrust corban bearing with stand entire hy .thrust. pump set shall be direct coupling with suitable strainer .pump should havesuitable discharge out late as per manufacture design .antithrust stream lined non return valve shallbe provided with pump 3mtr submersible copper conductor cable in single /double run, two pairs erection clamp 32 mm wx10mm thickshall be provided with pump. Q=11200 lph, H=54 m. |
| 60 | Item No. 2a:- 50 mm dia G.I.pipe.providing and errecting ISI mark,heavyclass,50 mm dia G.I. pipewith both end threaded &oneend B class socket. (MJP /Civil DSR page no82&83 item no SEC I-(III)1C(vi)&SEC I-(vi)2C(vi) |
| 61 | Item No. 2b :-M.S.Special.providing and errecting M.S.Special for various diameter of pipe(MJP /Civil DSR page no 72 item no 7c) |
| 62 | Item No. 3a:- 50 mm dia G.I.Bend. providing and errecting ISI mark, B class, 50 mm dia G.I.BendwithB class socket(MJP /Mech.DSR page no 11 item no pw 1-4) |
| 63 | Item No. 3b:- 50 mm dia G.I.Teeproviding and errecting ISI mark, B class, 50 mm dia G.I.TeewithB class socket(MJP /Mech.DSR page no 11 item no pw 2-4) |
| 64 | Item No.4:-Earthing. providing and errecting rod type earthing (electrode of20mm dia solidG.I. Rodor G.I. Pipe of40mmdia ) 2.5 mtr burried in earth or( driven in the earth with blows of moderate force ) with necessarydoubleG.I. earth strip complete errected connected to nearest switch gear earth terminal. (PWD electrical DSR page no 159 / 9-1-4) |
| 65 | Item No.5:- Flat flexible sub cableproviding and errectingflat flexible submersible cable with copper conductor 3 core , pvc insulated & pvc sheathed cable wire.size : 4 sq mm(motor to panel board). for 20 hp double run(PWD electrical DSR page no 218 / 12-4-9) |
| 66 | Item No.6:- Armoured cable.providing and errectingAluminium conductor, XLPE / PVC insulated Armoured cable 3.5 or 4core cable size 16 sq mm(PWD electrical DSR page no125 / 7-1-11) |
| 67 | Item No7:- C.I. flanges. providing and errecting ISI mark, 75/80 mm dia C.I. flanges with nut ,bolt &washer (PWD electrical DSR page no 244 / 16-6-29) |
| 68 | Item No.8:- Channel frame.providing, errecting Channel frame (Mjp/ civil/DSR P.no. 38 item no.SEC-F 5) |
| 69 | Item No.9:- Rain Prinventive box.providing , errecting Box type Rain Prinventive box size=1.5X1X0.35& 16SWG with lock arrangement A( panel box)=5sqmtr (PWD electrical CSR p. no. 112 / 6-1-2) |
| 70 | Item No10:- plywood . providing , errectingplywood19mmthickness fixed to angle frame with necessary material( PWD electrical DSR p. no.112 / 6-1-14) |
| 71 | Item No. 11:- Angle frame.providing , errecting & fabrication ofangle framefor panel support ( PWD electrical CSR p. no. 113 / 6-1-19) |
| 72 | Item No. 12:- Fuse bridge.providing , errecting H C pattern porcelain fuse bridge with base and H C fuse links 415/ 500 volt, 63 Amp.capacity( PWD electrical DSR p. no107 / 5-10-3) ) |
| 73 | Item No. 13:- Triple Pole Switch. providing , errectingtriple pole iron clad /metal cladswitch& fuse 32 Amp 415/500 volt. ( PWD/DSR p. no. 89 item no. 5-1-6 ) |
| 74 | Item No. 14:- Change overSwitch. providing , errectingChange overSwitch. clad /metal clad four pole40 Amp 415/500 volt. ( PWD/DSR p. no. 90 item no. 5-1-24 ) |
| 75 | Item No. 15:- Volt meter. providing & errectinganalog type moving iron Voltmeterfor ACvoltage 0 to 500 volt range,50 c/s, flash type.( PWD/DSR p. no.115 item no6-3-8 ) |
| 76 | Item No. 16:- Ammeter. providing & errecting analog type moving iron Ammeterfor ACcurrent o to 30 Amp, directrange, 500 volt, 50 c/s flash type.( PWD/DSR p. no. 115 item no.6-3-7 ) |
| 77 | Item No. 17 :- Indicating Lamp. providing & errecting LED type indicating pilot lamp with LED colours RED/ Yellow / Green] 230 / 250 Volt on provided box /panel with necessary material, wring & connectons. ( PWD/DSR p. no. 119 item no.6-5-5 ) |
| 78 | Item No. 18:- Capacitor.providing & errectingbank of metalisedpolypropylene condensers with standard capacities of 1 , 2 , 3 , 5 , 7 , 12 , 15 , 20 & 25 kvar unit P.F. corre-ction operation on 3 ph 50 c/s500 volt + or- 10 %externally dischaging resis-tancs earthing terminals & built up angle iron or chennel iron framework&provided with terminal cover box completed& tested.(MJP Mech. CSR page no26 /cp-1) |
| 79 | Item No.19:- DOL /FASD Starter.providing & errectingDOL /FASD starterto operate squirrel cage induction motor working on 380-440 volt, 3 phase,50 c/s with no volt coil and over load Relay (range 30 Amp )with nacassary material and connected to supply, etc completed.for (Upto 7.5 hp) capacity(MJP Mech. CSR page no27 / LG1-1) |
| 80 | Item No.20:- Sluice Valve 80 mm dia. providing & errecting in position Sluice Valve-80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification.(MJP /Civil DSR page no132&135 item no SECXII-2a(iv)&4(iv) |
| 81 | Item No. 21:- RefluxValve 80mm dia. providing & errecting in position RefluxValve 80mm dia and class including necessary jointing accessories (flanges, nut, bolts and rubber packing) as per the specification. |
| 82 | Item No. 22:- MS bareels for chain pully Providing and supplying ISI standard MSspecials of required thickness with 3 coats ofapproved make epoxy paint (Shalimar, Ciba orMahindra & Mahindra make) from inside andoutside excluding all statutory duties & taxessuch as GST levied by GOI & GOM in allrespect, inspection charges, transportation tostores / site, and stacking, etc. complete.MS barrels (pipe pieces) locally manufactured(for small quantities)(MJP /Civil DSR page no 72 item no 7f) |
| 83 | Item No. 23:- Chain pully block of 1 TonProviding, 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.(MJP DSR/Mech page No. 14 Sec. 5 LF 1-1) |
| 84 | Sub. Work No. 5Pure Water Rising Main 90 mm dia.HDPE 6.Kg/Cm2.Pipes.Item No. 1 : Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of solvent cement joints invluding cost of couplers, as per IS specification No. 4985/1988excluding GST levied by GOI & GOM in all respect, including transportation freight charges,transit insurance, inspection charges, loading, unloading, conveyance to stores and stacking the same in closed shed duly protected from sun rays and rains etc complete (with third party inspection)(socketed) 90 mm dia. HDPE .6.Kg/Cm2.Pipes. |
| 85 | HDPE Specials, Tee, Bends, etc. |
| 86 | Item No. 2 : ProvidingISI mark G.I.pipe of following class and diameter including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete as directed by Engineer- In - Incharge.80 mm dia.Class-Medium Pipes. |
| 87 | Item No. 3 : Providing and supplying ISI mark CID/F ruflex valves (non return valves) of following dia including all taxes (central and local), railway freight, inspection charges unloading from railway wagon loading into truck transporatation up to departmental stores/ site, unloading, stacking etc complete. Without bypass arrangement- PN-1A) 80 mm dia.for Non Return Valve |
| 88 | Item No. 4 : Providing double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. PN -1 80 mm dia.CIDF.Sluice Valve |
| 89 | Item No. 5 : 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 taxxes (Central and Local), railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloading and stacking excluding GST levied by GOI & GOM in all respects etc. complete. 25 mm dia Single ball air valve PN 1.6 |
| 90 | Item No. 7 : 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 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. Lift - 0.00 To 1.50 M |
| 91 | Item No. 8 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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.Lift - 0.00 To 1.50 M |
| 92 | Item No. 9 : Excavation for foundation / pipe trenches in hard murum and Boulder W.B.M road including removing the excavated material upto a distace 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. Lift - 0.00 To 1.50 M |
| 93 | Item No. 10 : 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 area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift - 0.00 To 1.50 M |
| 94 | Item No. 11 : 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.Lift - 0.00 To 1.50 M |
| 95 | Item No. 12 : Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc. Murum Bedding |
| 96 | Item No. 13 : ALowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 90 mm HDPE pipes 6 Kg/cm2 |
| 97 | Item No. 13 : BHydraulic testing of HDPE double wall corrugated pipe for non pressure underground 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.HDPE.6.Kg/Cm2.Pipes. |
| 98 | Item No. 14 : A Lowering, laying and jointing ISI mark G.I.pipe of following class and diameter including all local and central taxes, octroi, inspection Charges, transportation to stosre, etc. completeas directed by Engineer- In - Incharge. 80 mm dia.Class-Medium Pipes. |
| 99 | Item No. 14 : B Hydraulic testing of G.I pipe line to specified pressure including cost of all materials and labour and water for testingfor specified length,including cutting,placing end cap making arrangement for filling safe water using reciprocating tupe 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. 80 mm dia.Class-Medium Pipes. |
| 100 | Item No. 15 : A Lowering, laying and jointing in position following C.I. D/F reflux 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)A) 80 mm dia.for Non Return Valve |
| 101 | B) 80 mm dia. CIDF Sluice Valve |
| 102 | Item No. 16 : Providing and fixing in position air valve shaft including providing and fixing GI mediam class of 6 mm thick MS 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 incasing of vertical shaft in PCC M-150 as shown in type desine together with providing and making flanged joints wherever required and fixing of air valve over the shaft in excluding cost of air valve and branched 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 murum and harder strata. A) Foundation in murum and harder strata Upto 150 mm dia. |
| 103 | Item No. 17 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavatin, B.B. masonry in C.M. 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note : wall thickness : 0.23 m for depth of 0.9 m and 0.35 m for balance depth exceeding 1.2 m) 60 x 45 cm size and depth of 0.90 mwith precast RCC slab Cover |
| 104 | Item No. 18 : Refiling 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. |
| 105 | Item No. 19 : Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite / quartzite / gneiss metal for incasing of PVC pipe in cement concrete road including dewatering form work, compacting and curing. finishing etc. complete .Cement Concretefor Encasing of PVC pipe |
| 106 | Subwork No. 6 :RCC E.S.R .CAP -28000 Ltrs.Staging - 12.0 M.ITEM No. 1: Designing (aesthetically), & constructing RCCelevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters center to center including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling, disposing ofthe surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and joining of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories which accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case form ground level to roof level, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three costs of cement paint to the structure including roof slab and giving satisfactory water tightness test as per I.S. co Notes Item No. 1 contd…1. The design of the structure be in accordance with relevant I.S. 3370- 1965 or revised.2. The design shall satisfy the stipulations as per I.S. 1893-1984 and I.S. 13920/1993 for seismic force and I.S. – 11682/1985 for RCC staging of overhead tanks.3. For design having more than 6 columns , provision of internal bracing is obligatory.4. The entire structure shall be in M –250 mix only.5. Plain round mild steel bars grade- I confirming to I.S. 432 part I or high yield strength deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade 0 II mild steel bars will not be allowed.ITEM No. 1:- Contd…6.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.7.These rates include providing M.S. ladder for E.S.R.s up to 2 lakh liters capacity and providing spiral staircase for E.S.R. above 2 lakh liters capacity.8. Stagingshall have to be designed with stresses of M.- 150 concrete but actual construction shall be done in M- 250 concrete with sections worked out with M-150 design. 9. These rates are including the cost of uplift pressure if any entire dewatering during execution.10. All conditions given in the Member Secretary’sCircular No. MJP/TS-I/350/ 1668 Dt. 2-8-97 and MJP/TS/-I/I/2127 Dt. 13-7-99 shall be strictly followed and additional cost.If any, due to these conditions is included in the rates mentioned below.11. 75 % part rate shall be payable for reinforcement concrete plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given, and till that work shall be treated as incomplete. |
| 107 | ITEM No.2:- Providing and supplying ISI standard CI double flanged pipes including all taxes ( Central and local ) railway fight, insurance, unloading from railway wagon, loading to truck transport to stores/ site, unloading stacking etc. complete as directed by Engineer-in-charge.i) 80 mm dia (For Inlet & Overflow) |
| 108 | iI) 100 mm dia (For Outlet) |
| 109 | ITEM No. 3:- Providingand supplying ISI standard CI flanged/ S& S specials excluding GST levied by GIO & GOM in all railway fright, insurance, unloading from railway wagon, loading to truck transport to stores/ site, unloading stacking etc complete as directed as directed by Engineer-in-charge. a) D/F Specials 80 to 300 mm dia. |
| 110 | ITEM No. 4:- Providing, double flanged Sluice Valves conforming to IS-14846 including worm gear arranegments as per test pressure,stainless steel spindle, caps including inspection charges ,transportation up to departmental store , unloading stacking excluding GST levied by GOI & GOMin all respect etc. complete . Sluice valves Without bypass arrangement- PN-1Sluice valves as per I.S. 780 & 2906-1984.i) 80mm dia |
| 111 | ii) 100 mm dia |
| 112 | Subwork No. 7 Interconnection to Ex System Item No. 1 : Providing and supplying in standard lengths ISI Mark rigid unplasticised PVC pieps suitable for potable water with solvent cement joints including cost of solvent cement joints invluding cost of couplers, as per IS specification No. 4985/1988excluding GST levied by GOI & GOM in all respect, including transportation freight charges,transit insurance, inspection charges, loading, unloading, conveyance to stores and stacking the same in closed shed duly protected from sun rays and rains etc complete (with third party inspection)(socketed)90 mm dia PVC 4 kg/cm2 pipes |
| 113 | PVC Specials |
| 114 | Item No. 2 : Providing double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. PN 1.0 A) 80 mm dia.CIDF.Sluice Valve |
| 115 | Item No. 3 : 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 meters and lifts as below, stacking and spreading as directed, normal dewatering, preapring the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 m. Lift - 0.00 To 1.50 M |
| 116 | Item No. 4 : Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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. Lift - 0.00 To 1.50 M |
| 117 | Item No. 5 : Excavation for foundation / pipe trenches in hard murum and Boulder W.B.M road including removing the excavated material upto a distace 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.Lift 0 to 1.5 m |
| 118 | Item No. 8 : Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc.Murum Bedding |
| 119 | Item No. 9 : A Lowering, laying and jointing with PVC 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, ruber ring, giving satsifactory hydraulic testing as per IS code, etc. complete. ( With cement solvent joint / ring if joint) Working pressure 6 and 10 Kg/Sq.cm. 90 mm dia PVC 4 Kg/cm2 pipes |
| 120 | Item No. 9 : B Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testingfor specified length,including cutting,placing end cap making arrangement for filling safe water using reciprocating tupe 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.4.Kg/Cm2.Pipes. |
| 121 | Item No. 10Lowering, laying and jointing in position following C.I. D/F reflux 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)A) 80 mm dia.CIDF.Sluice Valve / NRV Valve |
| 122 | Item No. 11 : Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavatin, B.B. masonry in C.M. 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note : wall thickness : 0.23 m for depth of 0.9 m and 0.35 m for balance depth exceeding 1.2 m) 60 x 45 cm size and depth of 0.90 mwith precast RCC slab Cover |
| 123 | Item No. 12 :Refiling 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. |
| 124 | Item No. 13 :Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in charge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) 80 mm |
| 125 | Sub. No.8 Trial and Run Iteam No. 1 : Commissioning running and maintaining the scheme to quantites,rated capacity,including manning 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 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer - in - charge.Note :- Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.A) For single village. ( Three Months ) |
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