Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | Subwork No.1)TRIAL BORE |
| 2 | Item No.1 - Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, Samples to be taken at 1.0 m interval and conveying to the place as directed by Engineerin- charge, The diameter of bore in overburden shall be 100 mm and of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it. |
| 3 | In overbuden |
| 4 | In weatherd Rock with boulders |
| 5 | In weathered rock /soft rock |
| 6 | In hard rock oter than quartzite |
| 7 | Subwork No.2)SUPPLY WELL 6 M DIA & 18 M DEEP |
| 8 | Item No.1 -Excavation in general in Soft material comprising ofsoft soil ,hard murum with boulders etc as required in wet or dry condition for head worksincluding removing the excavated material upto a distance of 50m 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. |
| 9 | Lift0.00to 1.50 m |
| 10 | Lift1.50to 3.00 m |
| 11 | Lift3.00to 4.50 M. |
| 12 | Item No.2 - Excavation in general in 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 connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling. |
| 13 | Lift4.50to 6.00 M. |
| 14 | Lift6.00to 7.50 M. |
| 15 | Lift7.50to 9.00 M. |
| 16 | Lift9.00to 10.50 M. |
| 17 | Lift 10.50 to 12.00 M. |
| 18 | Lift 12.00 to 13.50 M. |
| 19 | Lift 13.50 to 15.00 M. |
| 20 | Lift 15.00 to 16.50 M. |
| 21 | Lift 16.50 to 18.00 M. |
| 22 | 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 from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 23 | 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.) |
| 24 | Lift 5.00 to 10.00 M ( M300 ) |
| 25 | Item No.5 - 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, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, 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. |
| 26 | Walling( Lift 0.00 to 5.00 m.) |
| 27 | Walling( Lift 5.00 to 10.00 m.) |
| 28 | Beam( Lift 0.00 to 5.00 m.) |
| 29 | Item No.6 - Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete. |
| 30 | Item No.7 - Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete. |
| 31 | Item No.8 - Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing 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 ) |
| 32 | Lift 0.00 to 5.00 |
| 33 | Lift 5.00 to 10.00 |
| 34 | Item No.9 - Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour,transportation, etc. complete with all leads and lift |
| 35 | Item No.10 - Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering compaction, etc. complete. |
| 36 | Item No.11 - Providing structural 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 detaild design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted/ wided connections and one coats of anticorrosive paint and over it two coats of oil painting etc complete. |
| 37 | Item No.12 - Providing & fixing G.I. Railing having 1 M. height consisting 50x50x6mm thick M.S. angles as verticals at 1.5M c/c and additional posts at every corner with 3 rows of 25mm 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. |
| 38 | Item No.13 - Providing and fixing in position M./S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding anchoring and applying 3 coat of anti-corrosive paint etc. complete as directed by Engineer in charge |
| 39 | Item No.14 - Providing, and fixing 80 mm dia A.C./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. |
| 40 | Item No.15 - Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate 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. |
| 41 | Item No.16 - Carrying out recuparation / Yield test for ascertaining the discharge of constructed well / excavated profile as directed 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 is recorded. The normal water level / subsoil 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, overload, labours etc. complete as directed. |
| 42 | Item No.17 - Providing and fixing in position C.I. Type dapura steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc. complete as directed by Engineer-in-charge |
| 43 | Item No.18 - Drilling bore well of 115 mm dia including transportation charges of required For Horizontal Bore Well |
| 44 | Subwork No.3)CONSTRUCTION OF SWITCH ROOM (2.50 X 2.50 X 3.0 M) |
| 45 | 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. |
| 46 | Item No. 2 - 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. |
| 47 | Item No. 3 - Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 48 | 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.) |
| 49 | Footing in M200 |
| 50 | Item No. 5 - 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, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase. |
| 51 | 1) Columnin M200 |
| 52 | 2) Beam & Lintelin M200 |
| 53 | 3) Chajjain M200 |
| 54 | 4) Slabin M200 |
| 55 | Item No. 6 - Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing 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. |
| 56 | Item No. 7 - 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 lift including consolidation, surcharging etc. complete |
| 57 | Item No. 8 - Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete. |
| 58 | Item No. 9 - Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete. |
| 59 | Item No. 10 - Providing electrical work including casing fitting in switch room etc. complete |
| 60 | Item No. 11 - Providing 2nd class B.B. Masonary with conventional bricks in CM as below in superstructure inner walls / external walls including normal dewatering, striking joints on unexposed facds, racking out joints on exposed faces and watering etc complete in Cement Mortor (1:6) |
| 61 | In foundation & Plinth |
| 62 | In Superstructure |
| 63 | Item No. 12 - 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 approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 64 | Item No. 13 - Providing & fixing steel frame door or angle 50x50x6 mm with mild steel bar 16 mm dia, horizontally at 10 mm c/c for ventilator portion including iron hold fast boxes for fixing hutters including welding, finishing, painting etc. complete |
| 65 | Item No. 14 - Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. |
| 66 | 12 mm thickwithout neeru finish |
| 67 | Item No. 15 - Providingneeru finish to plastered surfaces in all positions including scaffolding and curing etc. |
| 68 | Item No. 16 - Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. |
| 69 | Item No. 17 - Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete. |
| 70 | Item No. 18 - Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete |
| 71 | Item No. 17 - Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete |
| 72 | Subwork No.4)PURE WATER PUMPING MACHINERY |
| 73 | Item No. 1 - Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump. |
| 74 | For Supply Well |
| 75 | 5.00 HP Submerssible Pumpset |
| 76 | 16900 LPH Discharge |
| 77 | 35.00 Head in M 150 mm dia |
| 78 | Item No. 2 - Providing & erecting ISI mark GI pipe of following class and dia including all local and central taxes octroi inspection charges transpotation to stores etc complete. Suction Pipe |
| 79 | 80 mm Dia. G.I. Pipe ( medium ) |
| 80 | Item No. 3 - Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 81 | 80 mm Dia. G.I. Pipe ( medium ) |
| 82 | Item No. 4 - Providing & fixing ISI mark CID/F reflux valves (non-return valves) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into trucks, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete |
| 83 | 100 mm dia Non Return Valve |
| 84 | Item No. 5 - Providing and fixing 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. |
| 85 | 80 mm dia sluice valve |
| 86 | Item No. 6 - Providing & fabricating of suitable size base frame for submerssible pump sets. |
| 87 | Item No. 7 - Supplying errecting G.I. pipes A grade errected for enclosing armoured cable 25 mm diafor underground and above ground cable with etc. complete to cover the cable all over. |
| 88 | 25 MM Dia G.I.Pipe |
| 89 | Item No. 8 - Making trench in soft soil of suitable width & depth for laying provided LT cable up to 10 sq.mm complete as per specification No. CW-EXN-CTR |
| 90 | Item No. 9 - Providing and fixing L.T. Panel comprising of ameter, voltmeter switches capacitor, water level guard etc |
| 91 | For pump on supply well |
| 92 | Item No. 10 - Providing & fixing electric cable ( flat ) 2.5 mm² for submerssible pump complete. |
| 93 | 3 Core 2.5 sq mm |
| 94 | Item No. 11 - Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete. |
| 95 | Item No. 12 - EARTHINGSupplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP |
| 96 | Item No. 13 - Providing & making flanged joints to flanged C.I pipes of all classes/specials etc including cost of all jointing materials ( rubber packing,nut bolts etc),labour,hydraulic testing etc complete. |
| 97 | Item No. 14 - Providing & fixing 100 mm dia. Pressure gauge. |
| 98 | Subwork No.5)PURE WATER RISING MAIN |
| 99 | Item No. 1 - Providing 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, 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 bejointed with cement solvent). |
| 100 | 140 mm dia HDPE 6 kg/cm2 Pipe |
| 101 | Item No. 2 - Providing ISI mark G.I. Pipe of following class and dia excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores etc. complete |
| 102 | 150 mm dia G.I. Medium Class Pipe |
| 103 | Item No. 3 - Providing & supplying PVC / CI / GI Specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.) |
| 104 | Item No. 4 - 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. |
| 105 | As Scoure Value 80 mm dia Sluice Valve |
| 106 | Item No. 5 - Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. |
| 107 | 50 mm dia Double Ball Air Valve |
| 108 | Item No. 6 - Excavation for foundation / pipe trenches in earth, soils of all types of strata, 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. |
| 109 | Item No. 7 - 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. |
| 110 | Item No. 8 - Lowering, 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 relevant IS Code complete with all material 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 IS7634 Part II |
| 111 | 140 mm dia HDPE 6 Kg/cm2 pipe |
| 112 | Item No. 9 - Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 113 | 150 mm dia G.I. Medium Class Pipe |
| 114 | Item No. 10 - Hydraulic testing of HDPE / MDPE 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 |
| 115 | 140 mm dia HDPE 6 kg/cm2 Pipe |
| 116 | Item No. 11 - Hydraulic testing of GI 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 ofretesting, if necessary and reinstating to original position.. |
| 117 | 150 mm dia G.I. Medium Class Pipe |
| 118 | Item No. 12 - Lowering, laying and jointing Valves and Specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, giving satisfactory hydraulic test etc. complete either underground or in vertical position as directed by Engineer in Charge etc. |
| 119 | As Scoure Value 80 mm dia Sluice Valve |
| 120 | Item No. 13 - Providing and laying in situ 1:2:4 (M-150) grade of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 121 | Item No. 14 - Providing and fixing in position air valve shaft including providingand fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm 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 ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line |
| 122 | Upto 150 mm dia. Pipe line |
| 123 | Item No. 15 - Providing and fixing in position M.S. Air Valve boxes fabricated with 2 mm thick M.S. plate 30 x 30 x 3 mm size M.S. angle frame, concreteing in M150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arragement etc. complete as directed by Engineer in Charge etc. |
| 124 | 50 mm dia For Double ball Air Valve |
| 125 | Item No. 16 - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge |
| 126 | Item No. 17 - Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete. |
| 127 | Item No. 18 - Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). |
| 128 | 450 mm dia (I.D.) 8 mm thick |
| 129 | Item No. 19 - Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying , jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into the trench, etc. transportation and dewatering, etc complete, as directed by engineer-incharge but excluding the cost of M.S. pipes. |
| 130 | 200 mm dia to 499 mm dia pipe |
| 131 | Item No. 20 - Blast cleaning the surface of the old or new pipeline externally to remove all rust including providing copper slag/garnet machinery etc. complete as directed by Engineer-in-charge. |
| 132 | Item No. 21 - Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/ cm2, antifungal, antibacterial, anticorrosive, graft co-polymer coating on external pipe lines in unlaid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metal surface, 50 Micron DFT inner coat and 50 Micron DFT of top coat. |
| 133 | Item No. 22 - Provisiong for road crossing charges pait to PWD |
| 134 | Subwork No.6)RCC ESR Capacity 90000 Liter |
| 135 | Item No. 1 - Designing (aesthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5M. Centre to centre for ESR having capacity upto 500cum and not more than 6 m. c/c for ESRs having capacity above 500 cum 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 of the surplus stuff within a lead of 50 M. all labour and material charges including lowering, laying, erecting,, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental desing, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicatiors, lightening conductor, G.I. pipe railing around walk |
| 136 | way and top slab, providing spiral stairecase from ground level to roof level & stainless steel ladder in container, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code the job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge |
| 137 | Note :- |
| 138 | 1) The design of the structure shall be in accordance with relevant (IS 456-1987,IS 875-1987, IS 3370 - 1965or revised) |
| 139 | 2) The design shall satisfy the stipulations as per IS 1983- 1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks. |
| 140 | 3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary. |
| 141 | 4) The entire structure shall be in M-250 mix only.However concrete in contact with water such as container , base slab , wall ,roof slab & footing in water born area shall be in M-300. |
| 142 | 5) Plain round mild steel bars grade I confirming to IS 432 part -I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed |
| 143 | 6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level. |
| 144 | 7) These rates include providing M.S.ladder for ESR\"s upto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh lit. capacity. |
| 145 | 8) Staging height will have to be designed with stresses of M-200 concrete.However all RCC construction should be done in m 250 except concrete in contact with water shall be designed & constructed in M300. |
| 146 | 9) These rates are including the cost of uplift pressure if any and entire dewatering during execution.In case of water logging area where water is struch at shallow depth extra provision of dewatering shall be made as per site condition. |
| 147 | 10) All conditions given in the Member Secretary\"s Circular No.MJP/TS-1/350/1668 Dt.2.8.97 and MJP/S-1/350/2127 Dt.13.7.99 shall be strictly followed and additional cost if any, due to these conditions is included in the rates mentioned below. |
| 148 | 11) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness in given and till that work shall be treated as incomplete. |
| 149 | 12) The rates as indicated in the table are excluding the cost of pipes, specials, valves required for inlet, outlet, washout, overflow and bypass arrangements. The scope of the pipe assembly work shall be upto 5 M. beyond outside face of the outremost column. |
| 150 | 13) For ESR upto 500 cum capacity CIDF pipes upto 300 mm dia shall be provided and specials should be used. For ESR above 500 cum, M.S. pipes and M.S. specials (minimum 8mm thick uo to 500mm dia. & 10 mm thickness above 500 mm dia.) shall be used with proper anticorrosive epoxy treatment from inside and outside |
| 151 | 14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT / sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of LS item of ESR. For Extra Item due to change from individual foundation to raft actual increase in concrete and steel be paid as per relevent DSR Item. |
| 152 | 15) The rates shall be increased by 30 % for bearing piles upto depth of 10 m and for further increaseed in depth by 5 m each it shall be increased by another 10 5 .These rates are applicable where raft is not feasible for pile foundation sufate resistant cement shall only be used.Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR. |
| 153 | 16) Theserates are applicable for staging height of 12 m .These rates shall be increased or decreased for per meter variation in the staging height as below. 12 to 16 M staging 2% per m 16 to 20 M staging3% per m20 M and above4% per m |
| 154 | 17) Following rates are for seismic zone-III , for Seismic zone-IVthese rates shall be increased by 5%, and for Seismic zone-II these rates shall be decreased by 5% |
| 155 | RCC ESR 90000 Lit cap. & staging height 15 M |
| 156 | Item No. 2 - Providing & supplying of ISI CI double flanged pipes including all taxes, insurance, railway freight, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc complete |
| 157 | 150 mm dia CIDF Pipes |
| 158 | 100 mm dia CIDF Pipes |
| 159 | Item No. 3 - 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. |
| 160 | 100 mm dia CIDF Sluice Valve |
| 161 | 150 mm dia CIDF Sluice Valve |
| 162 | Item No. 4 - Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete. |
| 163 | Diameter 80 mm to 300 mm |
| 164 | Subwork No.7)DISTRIBUTION SYSTEM |
| 165 | Item No. 1 - Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for portable water with solvent cement joints including cost of cojplers, as per IS specification no 4985 /1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing materia i.e. solvent cement, etc complete ( selffit type to be jointed with cement solvent.) Working Pressure 4Kg./Sqcm. |
| 166 | 160 mm dia PVC 4 kg/cm2 |
| 167 | 140 mm dia PVC 4 kg/cm2 |
| 168 | 110 mm dia PVC 4 kg/cm2 |
| 169 | 90 mm dia PVC 4 kg/cm2 |
| 170 | 75 mm dia PVC 4 kg/cm2 |
| 171 | Item No. 2 - Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. |
| 172 | 80 mm dia G.I pipe medium class |
| 173 | Item No. 3 - 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. |
| 174 | 65 mm dia CIDF Sluice valve |
| 175 | 80 mm dia CIDF Sluice valve |
| 176 | 100 mm dia CIDF Sluice valve |
| 177 | Item No. 4 - Providing and supplying PVC / GI Pipes ( 10% of pipes cost) |
| 178 | Item No. 5 - Excavation for foundation / pipe trenches in earth, soils of all types of strata, 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. |
| 179 | Item No. 6 - Lowering laying and jointing with P.V.C. pipes and spcials of following diameter including cost of conveyance from stores to site of work including cost of all labour, material except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete. (with cement solvent joint / ring fit joint), Working Pressure 6Kg./Sqm |
| 180 | 160 mm Dia P.V.C. 4 Kg/sqcm Pipe |
| 181 | 140 mm Dia P.V.C. 4 Kg/sqcm Pipe |
| 182 | 110 mm Dia P.V.C. 4 Kg/sqcm Pipe |
| 183 | 90 mm Dia P.V.C. 4 Kg/sqcm Pipe |
| 184 | 75 mm Dia P.V.C. 4 Kg/sqcm Pipe |
| 185 | Item No. 7 - Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 186 | 80 mm dia G.I pipe medium class |
| 187 | Item No. 8 - 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 |
| 188 | 160 mm dia PVC 4 Kg/cm2 pipe |
| 189 | 140 mm dia PVC 4 Kg/cm2 pipe |
| 190 | 110 mm dia PVC 4 Kg/cm2 pipe |
| 191 | 90 mm dia PVC 4 Kg/cm2 pipe |
| 192 | 75 mm dia PVC 4 Kg/cm2 pipe |
| 193 | Item No. 9 - Hydraulic testing of G.I. 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 |
| 194 | 80 mm dia G.I.pipe medium class |
| 195 | Item No. 10 - 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.) |
| 196 | 65 mm dia CIDF Sluice valve |
| 197 | 80 mm dia CIDF Sluice valve |
| 198 | 100 mm dia CIDF Sluice valve |
| 199 | Item No. 11 - Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion in all types of strata and fixing in murum packing etc. complete. |
| 200 | 225 MM X 100 MM (20 KG/ NO) |
| 201 | Item No. 12 - 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. |
| 202 | Item No. 13 - 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 from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. |
| 203 | Subwork No.8)MISCELLANOUS WORKS |
| 204 | Item No. 1 - Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. |
| 205 | Item No. 2 - Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete. |
| 206 | Item No. 3 - 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 1.20m x 0.90m size made out 18 gauge (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 back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 207 | Subwork No.9)TRIAL & RUN OF SCHEME |
| 208 | Item No. 1 - Commisioning runing and maintaining the scheme to quantities rated capacity including manning necessary personal such as operatoter,valvemen etc as per requirnments of the schemes and who should also administerde chemecal dose for a period of one month together with training a personal paired by MJP/Local body and handing over the scheme to local body after completion of the above period as directed by engineeres incharge. |
| 209 | For Single Village |
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