| 1 | 1 | SUB ESTIMATE NO.1 :- PUMPING MACHINERY :- Providing ,erecting and giving test of 150 mm Dia Submersible pump set confirming to I.S 8034 and I.S 9283 Pump shall be suitable various delivery head and discharge with stainless steel pump shaft and bronze impeller Motor suitable for working on 415 V+/- 10% 3 Ph 50 Hz A.C. supply. Cable guard thrust Carbone fiber bearing to accept entire hydraulic thrust waterproof winding shall be provided. The pump shall have suitable for direct coupling. The pump shall have suitable outlet as per manufactures design. Antitrust stream lined non return valve shall be provided with pump .Suitable suction strainer shall also be Provided 3 Core Single/Double run copper conductor submersible along with the pump rates as per pump up to 8 stage.15 HP, LPH-32500 H= 66 M. for | BI01010001010000000000000515BI0100001113 | 1 | Nos |
| 2 | 2 | SUB ESTIMATE NO.2 :- RISING MAIN :- 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 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 material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).140 mm dia. PVC 6 Kg/Sq.cm. | BI01010001010000000000000515BI0100001114 | 600 | Rmt |
| 3 | 3 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum including removing the excavated material up to distance of 50 M. and lift as below,. stacking and spreading as directed, normal dewatering, preparing, the bed for foundation and excluding backfilling etc.complete. | BI01010001010000000000000515BI0100001115 | 337.5 | Cum |
| 4 | 4 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to distance of 50 M. and lift as below,. stacking and spreading as directed, normal dewatering, preparing, the bed for foundation and excluding backfilling etc.complete. | BI01010001010000000000000515BI0100001116 | 90 | Cum |
| 5 | 5 | Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. complete | BI01010001010000000000000515BI0100001117 | 22.5 | Cum |
| 6 | 6 | 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 complete. | BI01010001010000000000000515BI0100001118 | 67.5 | Cum |
| 7 | 7 | Lowering,laying and jointing with P.V.C. / G.I. 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, giving satisfactory hydrulic testing as per IS code , etc. complete | BI01010001010000000000000515BI0100001119 | 600 | Rmt |
| 8 | 8 | 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. | BI01010001010000000000000515BI0100001120 | 353 | Cum |
| 9 | 9 | 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. | BI01010001010000000000000515BI0100001121 | 0.6 | KM |
| 10 | 10 | SUB ESTIMATE NO.3 :- DISTRIBUTION SYSTEM :- 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 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 material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).250/4 | BI01010001010000000000000515BI0100001122 | 760 | Rmt |
| 11 | 11 | 180 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001123 | 300 | Rmt |
| 12 | 12 | 160 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001124 | 200 | Rmt |
| 13 | 13 | B)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 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 material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).110/4 | BI01010001010000000000000515BI0100001125 | 2060 | Rmt |
| 14 | 14 | 90 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001126 | 4340 | Rmt |
| 15 | 15 | 75 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001127 | 290 | Rmt |
| 16 | 16 | C) Providing ISI mark G.I. pipes of following class & dia. Including all local & central taxes , octroi , third party inspection charges , transportation to stores , etc. complete (IS-1239-2004)150 mm Dia. Medium | BI01010001010000000000000515BI0100001128 | 188 | Rmt |
| 17 | 17 | 100 mm Dia. Medium | BI01010001010000000000000515BI0100001129 | 97.667 | Rmt |
| 18 | 18 | A) Providing CIDF 'Sluice Valve with jointing to pipe work (including all hardware & packing ) water works quality having non rising spindle with hand wheel and without byepass arrangement , spindle of stainless steelas per requirement excluding cc fond./structural steel support upto 300 mm dia.confiming to IS -780 250 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001130 | 2 | Nos |
| 19 | 19 | 150 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001131 | 2 | Nos |
| 20 | 20 | 100 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001132 | 2 | Nos |
| 21 | 21 | 80 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001133 | 4 | Nos |
| 22 | 22 | 65 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001134 | 2 | Nos |
| 23 | 23 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum including removing the excavated material up to distance of 50 M. and lift as below,. stacking and spreading as directed, normal dewatering, preparing, the bed for foundation and excluding backfilling etc.complete. | BI01010001010000000000000515BI0100001135 | 1143.8 | Cum |
| 24 | 24 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to distance of 50 M. and lift as below,. stacking and spreading as directed, normal dewatering, preparing, the bed for foundation and excluding backfilling etc.complete. | BI01010001010000000000000515BI0100001136 | 2573.55 | Cum |
| 25 | 25 | Excavation for foundation / pipe trenches in soft rock and old cement & lime masonry foundation , asphalt road including removing the excavated material up to distance of 50 M. and lift as below,. stacking and spreading as directed, normal dewatering, preparing, the bed for foundation and excluding backfilling etc.complete. | BI01010001010000000000000515BI0100001137 | 857.85 | Cum |
| 26 | 26 | Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling wherever necesary and removing the excavated material up toa distance of 50 M. with lift up to 1.5 M. stacking as directed, dewatering, shoring, strutting, preparing the bed for foundation and excluding backfilling, etc.complete by all means. | BI01010001010000000000000515BI0100001138 | 571.9 | Cum |
| 27 | 27 | 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 complete. | BI01010001010000000000000515BI0100001139 | 876.58 | Cum |
| 28 | 28 | A)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, giving satisfactory hydrulic testing as per IS code , etc. complete.250 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001140 | 760 | Rmt |
| 29 | 29 | 180 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001141 | 300 | Rmt |
| 30 | 30 | 160 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001142 | 200 | Rmt |
| 31 | 31 | 110 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001143 | 2060 | Rmt |
| 32 | 32 | 90 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001144 | 4340 | Rmt |
| 33 | 33 | 75 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001145 | 290 | Rmt |
| 34 | 34 | B) Lowering,laying and jointing with P.V.C. / G.I. 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, giving satisfactory hydrulic testing as per IS code , etc. complete.150 mm Dia. Medium | BI01010001010000000000000515BI0100001146 | 188 | Rmt |
| 35 | 35 | 100 mm Dia. Medium | BI01010001010000000000000515BI0100001147 | 97.672 | Rmt |
| 36 | 36 | A) Lowering,laying and jointing in position following C.I. D/F Sluice valves including cost of all labour jointing material, cincluding nut bolts and giving satisfactory hydraulic testing, etc.complete. 250 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001148 | 2 | Nos |
| 37 | 37 | 150 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001149 | 2 | Nos |
| 38 | 38 | 100 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001150 | 2 | Nos |
| 39 | 39 | 80 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001151 | 4 | Nos |
| 40 | 40 | 65 mm dia Sluice Valve PN 1.0 | BI01010001010000000000000515BI0100001152 | 2 | Nos |
| 41 | 41 | Providing and constructing B.B. Masonary valve chamber with 15 cm thick 1:3:6 proporation PCC bedding excluding excavation B.B. Masonary in C.M. 1:5 proporation precast RCC Frame and cover etc.complete. As directed by Engineer - in - Charge.Clear Size 0.90 x0.90 x1.20 M. | BI01010001010000000000000515BI0100001153 | 2 | Nos |
| 42 | 42 | Clear Size 0.90 x0.60 x1.20 M. | BI01010001010000000000000515BI0100001154 | 4 | Nos |
| 43 | 43 | Clear Size 0.60 x0.45 x 0.90 M. | BI01010001010000000000000515BI0100001155 | 8 | Nos |
| 44 | 44 | : Providing & laying in situ following grade of C.C. of trap / granite / quartzite / gness metal for foundation and bedding including necessary dewatering formwork compacting curing finishing......etc comp. | BI01010001010000000000000515BI0100001156 | 8 | Cum |
| 45 | 45 | 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. | BI01010001010000000000000515BI0100001157 | 4165 | Cum |
| 46 | 46 | 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. 250 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001158 | 0.76 | KM |
| 47 | 47 | 180 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001159 | 0.3 | KM |
| 48 | 48 | 160 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001160 | 0.2 | KM |
| 49 | 49 | 110 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001161 | 2.06 | KM |
| 50 | 50 | 90 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001162 | 4.34 | KM |
| 51 | 51 | 75 mm dia. PVC 4 Kg/Sq.cm. | BI01010001010000000000000515BI0100001163 | 0.29 | KM |
| 52 | 52 | SUB ESTIMATE NO.4 :- MISCELLENEOUS WORK :- Providing and erecting 1.5 M. high wire fencing with 7 rows of barbed wire supported on M.S. angles ( 50 x 50 x 6 mm ) at 2.5 Mtr., c/c including excavation pits for foundation, fixing posts in cement concrete 1:4:8 of size 45 x 45 x 45 cm , fastening the wire and painting the M.S. angles with one coat of red lead primer and two coats of painting etc.complete. | BI01010001010000000000000515BI0100001164 | 60 | Rmt |
| 53 | 53 | Providing and fixing M.S. gate for compound with 40 mm dia. G.I. pipe approved grill work RCC M150 side pillars of 25 cm x 40 cm x 2.5 m height, its foundation finishing, painting etc. comp.1.0 M wide wicket gate for ESR | BI01010001010000000000000515BI0100001165 | 1 | Nos |
| 54 | 54 | Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia. G.I. pipe, 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. | BI01010001010000000000000515BI0100001166 | 1 | Nos |
| 55 | 55 | SUB ESTIMATE NO.5 :- TRIAL RUN :-Commissioning, running and maintaining the scheme to quantities , rated capacity incluidng manning necessary personnels such as operator, valveman etc.as per requirment of the scheme and who should also administer chemical dose for a period of 3 monthstogether with training of personnel spared by M.J.P. / Local body and handing over the scheme to local body after completion of the above period as directed by Engineer- in-charge etc.compelte. | BI01010001010000000000000515BI0100001167 | 1 | Nos |
