BRR : 9111244 Auction-Of-Scrap-Items Auction-Of-Scrap-Items , C½ , Scrap Items- Category ( A ) , Scrap Items- Category ( B ) , Scrap Items- Category ( C ) mputer With Accessories - 386 (20MHz) Non cach/2mb RAM/101keys keyboard / 1x1.2mb FEDH 1x360 kb FDD/1x80MB (F) HDD/ 2Serial and 1 Paralled Parts /387@20MHz/60 mb CTD/4”VGA card /MS DOS 4.01/ Tower Model 2. printer LQ1050epson (132 col. 264 (ps) 3. Floppy 48 TPI (box of 10) 4. floppy 96TPI (box of 10), 5. printer stand 6. Ups 1kva 01 1 Compaq pro 7500 Intel pentium 01 1 Hardening Shed 900 m square 2. UPS 1 KVA Sl. No. 10019840802 01 2 Compaq ij printer 01 3. Online UPS 1 KVA 01 3 Compaq s4100 scanner 01 4. Scanner HP 5590 01 4 Acc pac accounting 01 5. Inverter 2 KVA KTMC Sl. No. 098608 01 5 HP DJ 840C ij printer 01 6. Trolley for Inverter PVC 01 6 1 KVA “UPS supported Exide Battery” 01 7. Online UPS 1 KVA 01 7 HP LJ printer 1150 01 8. 42 AH Excide Power SMF Battery Model No. EP 42-12 02 8 UPS 2 KVA 60 min. backup Excide Battery 01 9. Stand Coated Projector SGP 601 01 9 Godrej Typewriter Hindi Machine No. 988322 01 10. Spare Halogen Bulb 01 10 Godrej Lock 7 liver 01 11. Overhead Projector Trolley 01 11 Harrison lock 04 12. Printer Dot Matric 01 12 Wood chair 06 13. COMAQ Presanio Pro 7500 intel Pentium (computer accessories) 01 13 Wood chair 08 14. Extension Board for computer 01 14 Office chair with plastic cane sheet 05 15. UPS 1 KVA APC Smart UPS model no. SU1000 UXINET M/F No. YSO/28211360 01 15 Wooden armed chair sheet with0 plastic 01 16. HP DJ 840C INK JET printer 01 16 Steel arm chair knitted 01 17. Samsung CD Writer 01 17 Table steel top 1500x900x760mm 01 18. Blank media CD 05 18 Wooden table 1220x750x760mm 01 19. Blank media (predictable CD) 05 19 Wooden Table 4‟x‟2‟x2.5‟ 01 20. Zenith Pentium with computer accessories 01 20 Steel Almirah 1525x 760x 460mm 02 21. Dotmatric Printer Sony make 01 21 Rack wooden 02 22. CVT 1 KVA 01 22 Symphony room cooler 01 23. Sound Card speaker with installation 01 23 Portable leaf area meter cable, conveyor image analyzer cable, 24 pin, 80 column Dot matrix printer manual 01 24. Zenith Pentium with computer accessories 01 24 Soil moisture monitor system 01 25. HP Inkjet Printer 01 25 Infrared thermameter 01 26. CVT 1 KVA 01 26 Tree measuring set and accessories I Tree measuring set and accessories II 1set 27. Photocopier Mx5216 01 27 Analytical balance elect. AA200DS 01 28. Lab Table 7‟x2.5‟x3‟ 02 28 Hero Honda CD 100 motor cycle UP42/6939 01 29. Single Pan Analytical Balance Model K-14 K-ray make 01 29 Single Pan Balance 01 30. Electric Oven 24”x24”x24” Aluminium chamber 01 30 Electric Oven size 24”x24”x24” 01 31. Ph Meter Griph 01 31 pH Meter Griph 01 32. Infrared Moisture Balance 01 32 Infra Red Monitor 01 33. Pocket Calculator 01 33 Pocket Calculator DCM 01 34. Analytical Balance K-ray 01 34 Analytical Balance 01 35. Locks 7 lever Harison make 02 35 SICCO Biochemical Digital Flame 01 36. Remington Standard Typewriter English 20”50.80 cm 01 36 Calcium Filter 01 37. Display Board size 6‟x4‟ 05 37 SICCO YORCO Distillation Unit 01 38. Pharsi Dari 12‟x12‟ 01 38 SICCO YORCOO Hot Plat 02 39. Notice Board Jalidar 4‟x3‟ 01 39 Energy Regulator 02 40. Automatic Slide Projector with Remote Control SUVIRA make 01 40 Steel Spatula 10 41. Pressure Tube 10 mt 10 mt 41 Tree pod stand 12 42. Godrej Coffer Stander 1 pc 42 Wire Guage 12 43. Telephone Lock 02 43 Test Tube stand 12 44. Lock Harison 01 44 Pippet Stand 01 45. Lock Small 01 45 Pestil 04 46. Lock Small 01 46 Bottle Brush 24 47. Lock 01 47 Sprit Lamp 03 48. Vernier Calipers 01 48 Secatier Passi 24 49. Hand Retatry Duster 01 49 Hedge Shear 02 50. Iron Table 3/4 inch +1 inch 01 50 Budding, Grafting Knife 24 51. Iron Stool 125 cm h 18x18 inch 01 51 Pruning Saw 04 52. Calliper digitel 01 52 Bill Hook edge 01 53. Digital moisture meter 01 53 Pruning Dey 02 54. Ravi multimeter 01 54 Loping Shear 02 55. Lab table 7x2.5x3‟ 02 55 Pruning Knife 02 56. Lab stool 2x1.5x1‟ 20 56 Grass Shear 01 57. Single pan analytical K-14 1 57 Sward Lawn 02 58. Perforated board 90x60cm 1 58 Ganesh Head Sprayer 01 59. Electric oven 24”x24”x24” 1 59 Ravi Altimeter 02 60. Ph meter griph 1 60 Ravi multimeter complete in leather case 02 61. Infrared moisture balance advance 1 61 Abneys levels in leather case 02 62. Pocket calculater DCM 1 62 Diameter tape 3meter 10 63. Analytecal balance K- Roy 1 63 Field lens 10xfoalding 02 64. Ravi altimeter complete in leather case 2 64 Bubble spirit level 01 65. Ravi multimeter complete in leather case 2 65 Altimeter Barometric 4500mtrs 01 66. Abneys levelsin leather case 2 66 Lux Meter Digital Range upto 200000 MSW562 02 67. Burette stand 06 67 Top Pan Direct Reading Balance Cap. 1 kg, 5 kg, Spring Balance 100 kg cap 03 68. Sico digital spectro photo meter 01 68 Automatic Slide Projector with Remote Control Model No. MP 410 01 69. Sico Hindustan double distillation appartus 01 69 Extra for Bulb in Timer 01 70. Sico biocamp flame photo meter 01 70 Spare 24 Volt 150 w hylogen lamp 01 71. Sico Yarco kgeldal digestion unit 01 71 Pressure Tube 10m 72. Steel spatula 10nos, tripod stand 12, wire gauge 12, test tube stand12, pipette stand 1, pestil mortar 10cm (4), bottle brush 24, sprit lamp 14 08 72 Plastic Container cap. 35 lit., 10 lit cap. 02 73. Godrej refrigerator 300 lit 01 73 Burette Stand 06 74. Voltage staplaizer 01 74 Office table 48x24x30 with 3 drawl 01 75. Analytical balance 01 75 Steel rack 72”x36‟”x15” 5 shutter 02 76. Soil hydrometer 4 76 VDU Table 36”x24”x20” 02 77. Chemical weight box 50gm physical weight box 200gms 1 77 Tubular chair with arm 04 78. Electrical extention board 3 78 VDU Table 36”x24”x20” 01 79. Stabilizer, vacuum distributor 3 79 Trolly 2 wheel 01 80. Digital PH meter with glass reference electrodes 1 80 Canopy imager Model CI-110 01 81. Lux meter 1 81 Godrej Chair PC 4003.PCH7022 650 mmx 650 mm x 820 mm 02 82. Top pan direct reading 1 82 Godrej Monitor PC3006, Table 750mm(H) x 728 mm (W) x 880 mm (D) 01 83. Lab table 5‟x3‟x3‟ 1 83 Godrej Table PC 3417 610 mm x 445 mm x 750 mm 02 84. Gestetner Rotary duplication model 320 1 84 Voltage Stabilizer 01 85. Getner” Photo micrography equipment 1 85 Soil Hydrometer 04 86. Extra charges above in plywood supplied with standard 1 86 SICCO Hindustan Distillation 01 87. Pocket calculator casio fx 82d 1 87 Digital Direct Reading Conductivity 01 88. Hot Air Oven Model No. YSI 431 Sl. No. 97C1822 1 89. Scientific Calculator CASSIO FX 82TL 1 90. Portable Digital Conductivity Meter 1 91. Spare Condenser for 10 lit. distillation 2 92. Spare Condenser for 5 lit. 1 93. Electric Lamp 3 94. Electric Top Loading Balance Cap. 300 g 1 95. Soil Tensiometer size 90 cm 01 96. Multi Chanel Soil Thermometer 01 97. Probe Length 10 cm, 30 cm, 50 cm, 100 cm 04 98. Deonizer Digital Double Bed 01 99. Analytical weight box 1 mg to 20 gm 01 100. Electric Extension Board 01 101. Portable Digital pH Meter Model No. KI 262(a) 01 102. Metallic Dial Scale Balance 10 kg cap 01 103. Spring Balance cap. 100 kg 01 104. Lab Sink 450x300x150 07 105. Lab Stool 2x1.5x1 fit 40pc 106. Vernier Calipers IME type 05 107. Screw Gage 25 mm 05 108. Water Bath Rectingular size 40x30x10 cm with 12 roles 7.5 cm 01 109. YARCO Instrument Lab Stirrer Mode No. YSI 507 01 110. Kjedal Digestion two distribution combined model 37-121-C 01 111. Glass Part-6 set 01 112. Stop Watch 01 113. SUVIRA Transcope Mode No. MP-340A 01 114. Outdoor use 60x90x3 02 115. Heat Convector apparatus Volt 230 w 02 116. Max. Min. Thermameter 02 117. Dicimal Balance for Direct Reading cap. 3000 gms Model No. AB-D12 01 118. Heating Element 02 119. Plier (Pilas) 01,01, 01,01 01 120. Screw Driver big 01 121. Screw Driver small 01 122. Tester 01 123. 3 Pin Tap 6A 01 124. Frot Dial Plastic Body Balance 5 kg cap. 01 125. Electric Extension Board 16 AMP 01 126. Electric Extension Board 10 x12” 01 set 127. Exhibit Panel 180x120cm 01 128. Heating Mantal cap. 2 lit 01 129. Timber Moisture Meter MSW 544 01 130. Microprocessor based water/Soil Analyser Kit 01 131. ORP Platinum Electrode 01 132. Double Beam UV-V15 Spectrophotometer model SL-160 01 133. Interior Illumination with 3NOS 01 134. Automatic Clyclic Timer 01 135. Multi Magnetic Stirres MAC with Hot Plate cap. 2 lit 01 136. Spectrophotometer Sn. No. 177 01 137. Optical Glass Cuvette 01 138. Tala 10lever 01 139. Heating Element 01 140. Table lamp 01 141. Heating element 02 142. Table Lamp 01 143. Extension Board 01 144. Fourt Dial Plastic Body Tap Pan Balance cap 5kg 01 145. Fourt Dial Plastic Body Tap Pan Balance cap 10kg 01 146. Ajanta Clock 04 147. Scientific Calculator 01 148. Remson Table Lamp with Tube 01 149. Scientific Calculator 01 150. Godrej Chair PC 4003.PCH7022 650 mmx 650 mm x 820 mm 01 151. Godrej Monitor PC3006, Table 750mm(H) x 728 mm (W) x 880 mm (D) 01 152. Godrej Table PC 3417 610 mm x 445 mm x 750 mm 01 153. Developer 1025/5216/5223 01 154. P/REC 1025/5216/5223 01 155. Heating Heater 01 156. Box size 46x28x28 inch 01 157. Revolving Chair 01 158. Table Top Fibre 01 159. Office Table 1200x760x760 mm 2nos 160. Steel Almirah 1980x860x480 mm 01 161. Book Case 1675x840 01 162. Agrosaw Seed Sampling Drier 01 163. Agrosaw Seed Germinator 02 164. Agrosaw Hot Air Oven 01 165. Indosaw Economic Electronic Balance 01 166. Indosaw Intelligent Digital Moisture Testing Machine 01 167. Printer for Above Moisture Testing Machine 01 168. Incubator Model YSI-437 YARCO make 01 169. Enamelled Tray 48pc 170. Scientific Calculator 01 171. Voltage Stabilizer YARCO make 01 172. Scientific Calculator 01 173. LT/LK make starter 01 174. Havells make main switch 01 175. Havells /LT Panel Board 01 176. Rem sem Table lamp 01 177. Scientific Calculator 01 178. Hot air oven YARCO model YSI-430 01 179. Lab Willey Grinder YARCO make model MSW-342 01 1.2. MES Agroforestry 1 Torch (Jeep) 01 - - - - - - 2 Torch with cell (Aveready) 01 3 Torch with 3 cell 01 4 Torch with 3 cell (Jeep) 01 5 Torch with 3 cell (Jeep) 01 6 Hazara 07 7 Hazara with Phuhara 15 8 Hazara with Phuhara 02 9 Kirlosker SV1 Sr.II, 8 HP/1800 RPM with accessories 01 set 10 Sign Board 5x3‟ 01 11 Sign Board 3x1‟ 03 12 Sign Board 6x3‟ 03 13 Sign Board 3x1‟ 04 14 Sign Board 5x3‟, 3x3‟ 01 15 Sign Board 5x3‟ 02 16 Spade TATA 10pc 17 Spade TATA Wooden Handle 25pc 18 Spade TATA 20pc 19 Spade TATA with handle 03pc 20 Spade TATA with handle 22pc 21 Big Khurpa 12pc 22 Khurpa 6pc 23 Khurpa 20pc 24 Khurpi 10pc 25 Tape 30 mt 01 26 Tape 15 mt. 01 27 Tape steel 1 mt 02 28 Tape plastic 30 mt 01 29 Tape steel 01 30 Screw gauge (2.6”) girth 3 sut 05 31 Bark guage 6 cm size 01 32 Spade TATA 50 33 Axes 02 34 Axes 03 35 Balti Suraj make 12” 02 36 Balti 11” 01 37 Balti Iron 10” 01 38 Maruti Foot Sprayer MRI -8/VM3BA 01 39 Garden Cart Singal wheel 01 40 Rich (5 piece) 01 set 41 Screw Rich 300 mm 1 pc 42 Pipe Rinch 1 pc 43 Lalten Champion 02 44 Drum Khali (205 lit. Cap.) 02 45 Container Plastic 35 lit cap and 10 lit cap 2 pc 46 Hasiya 5 pc 47 Kudal 03 pc 48 Lawn Mover 18” TRIMO 1 pc 49 Renti 6 inch 01 50 Renti 6 inch 01 51 Renti 01 52 Sabbal 7 kg 01 53 Torch with Cell 01 54 Torch 3 Cell 01 55 Torch 3 Cell 02 56 Iron Table 3/4 inch +1 inch 01 57 Iron Stool 125 cm h 18x18 inch 01 58 Tyre (118430) 04 59 Thresher Automatic 12 HP 18x30 double wheel hydraulic system with accessories 01 60 Rukhani 01 61 Flinch 4 x 4” 05 62 Nut bolt 5 sut 15 63 Rubber Sheet 4 x 4” 04 64 PVC pipe 4” 01 65 Reflex valve 100 x 100 01 66 Flinch 4” 04 67 Bolt 08 68 Bark gauge 6 cm 01 69 Ravi multimeter 01 70 Ravi altimeter complete in leather case 2 71 Ravi multimeter complete in leather case 2 72 Altimeter Barometric 4500mtrs 1 73 Measuring Tap metallic 15mt. 5 74 Soil thermometer 15cm 2 75 Mettlic tape 10m, 20m,30m 3 76 Secateur passi (4),hedge shear (1) budding Knife (4), bill hook (1), pruning Saw (4), Pruning Dey (2), loopping share (2), pruning knife (2), Grass shear (1), sword (2), Ganesh hand sprayer 11 77 Secateur passi 20 78 Sabbal 7kg 01 79 Khurpa big size 07 80 Khurpa small size 07 81 Tape plastic 01 82 Tape steel 01 83 Spade TATA with handle 03 84 Keel big size 08 85 Enameled Tray size 46x30 cm 38pc 86 3‟x2‟ size board sq fit 01 87 16 gage Chadar with hazara 40Nos 88 Sign Board 4x3 inch 01 89 Spade TATA 04 90 Kudal 01 91 Khurpi 05 92 Gainti 10 93 Metalic Tape 30 mt 02 94 3‟x2‟ size board sq fit 01 95 16 gage Chadar with hazara 43Nos 96 4‟x3‟x9‟ size board sq fit 01 97 Spade 04 98 Kudal 01 99 Khurpi 03 100 3‟x2‟ size board sq fit 01 101 16 gage Chadar with hazara 45Nos 102 Iron chhadar 55pc 103 4‟x3‟x9‟ size board sq fit 01 104 Hazara 10lt with fuhara 02 105 Fawda 04 106 Khurpi 05 107 3‟x2‟ size board sq fit 01 109 16 gage Chadar with hazara 30Nos 109 Bandar chhap balti 12” 04 110 10 Lt Hazara with Fuhara 02 111 Shakti power tillor 130 DI model 01 112 Hitesh Barket Assembly 01 113 Tail Wheel flat 01 114 Wheel Changer 01 115 Lugged Wheel 01 1.3. MES Horticulture Fruit Science 1 Sanyo PLCXU -40 (Sanyo LCD Multimedia projector) Model no. SANYO PLCXU -40 with short zoom lens serial no.G -3805494 2000 ANSILM XGA1024X768 resolution 01 1 Tula man balance Cap.0 -1kg model 40 AP ,MC no 7511043 01 - - - 2 BOD Incubator (automatic)TANCO make model PLT -141 size 610x450x410mm cap4 CUFF Alum Chamber 01 2 Tula man balance Cap.0 -1kg model 41SM ,MC no 7912089 01 3 Macro equipment Digital electric top loading balance cat no. 908 cap.100gm LC 0.005g 01 3 Weight box for chainometric 01 4 Seed Storage cabinet “MAC” 72”x30”x14” cat no. MSW 475 30 trays 01 4 Plant grinder (willy mill) 20mm 01 5 Handy cam video camera model 418E sony 01 5 Hot plate 0 -100 0C size -HP - 3 -SHC Sr.no. 54678 01 6 Servel voltage stabilizer 5KVA wider range automatic & auto cut 01 6 Microscope wes -was Optic model 20660 01 7 Exhibits panel board outdoor size 180x90 cm.codeno.RD -116 -03 02 7 Metallic stand for water distillation with cord and plug 01 8 Projection screen tripod model size 150x150cm code no.RD -207 -03 01 8 Pair of tongs 6” 01 9 Over head projector trolley code no.RD 201 -02 01 9 Wood microtome (incomplete) 01 10 Exhibits panel board outdoor size 180x90 cm.codeno.RD -116 -03 02 10 Hot air Oven electrical size 300x300x300mm AJE 01 11 Perforated board 150x90 cm RD -115 - 0 01 11 Water bath size 24”x12”x12” S 35 0 F Sr. no. 65 01 12 Media sterilization system MSW -101 01 12 Digital pH MAC model MSW 552 with pH range 0 -14 0.01 with automatic temperature controller 01 13 Voltage stabilizer automatic model MAC MSW 582 cap.1KVA 01 13 Digital conductivity MAC model MSW 555 range 0 -200 micro with dust cover and stand 01 14 Water still double walled cap.4 litre/hr. load 3.0KW MSW 197 01 14 Digital photo-electric calorimeter 8 filter model MAC MSW 557 wavelength 400- 680mm cavelles photocell detector with voltage stabilizer automatic model MAC MSW 500 cap.1KVA 01 15 Water still double walled cap.10litre/hr. load 5.0KW MSW 197d 01 15 Media sterilization system (auto clave) 01 16 Flame photometer without automatic ignition cat. No. CL361 Elico optional accesseories calcium fitter for above 01 16 Moisture box aluminium cap.250gm for soil 404 17 Seed germinator size 555x605x910mm cap 308lit. MAC(MSW 123)SS Automatic 0-24 hrs timer for regulating illumination cycle 01 18 Kjeldhal digestion unit micro processor based digital temperature indicator cum controller cat MSW437 01 19 Seed germinator(dual chamber) MAC microprocessor controlled with automatic stabilizer inside chamber size 555x605x910 mm SSMSW124b 01 20 BOD Incubator low temperature MAC microprocessor controlled with automatic stabilizer MSW 121C 505x415x830 mm 01 21 Plant growth chamber MAC micro-processor controlled with automatic stabilizer MSW 130 A size 570x875x555 mm 01 22 Auto clave vertical MAC size 305x550mm cap.50 lit. MSW 101(DX) 01 23 Seed storage cabinet sonar 27”x30”x14” cat no. SSC-10 AC 01 24 UPS 100VA PC smart UPS model SOA 1000Ux1 with rocket SMF battery for 30 min. backup time 01 25 26 Ah Exide power safe SMF battery model EP-26-12 03 26 Water purification unit (miliQ) BM9EN1105A 01 27 Microprocessor universal cooling camfuage cat no.CPR-30 A)Rotor head cat no.C-230 B) Voltage stabilizer VS-03 01 01 01 28 Aapurti and fixing iron sheet 18 gaze sixe 3.2 and 8 feet lamba angle iron sahit board 03 29 PC based automatic absorption spectrophotometer 01 double beam with compressor with three hollow cathode lamp to set RS232 interface background corrector with automatic gas box with auto flame alignment spectro analytical make SA1304 30 Regulator N2O 01 31 Regulator Acetylene 01 32 N2O burner 01 33 Backfire arrestor 01 34 PC PIU Branded 01 35 Printer compatible 01 36 Acetylene gas filled cylinder including cylinder cost 01 37 42 AH Exide power safe SMF battery model EP-42-12 03 38 Laminar Air Flow (Horizontal) with S.S. work RH58-07 size 120x60x60cm 01 39 HP Desktop computer 2000 series as per RC sl.no. 1NA912078 01 40 pH Meter systronic type-362 with glass electrode sr.no.009 1 set 41 Elico digital pH meter model L1-120 with electrodes sr.no.P7950 01 41 Elico soil Bridge type CM 84 with electrodes sr. C4151 01 42 Digital Spectrophotometer systronics type 106 sr no. 2640 01 43 Autoclave vertical size 250x450mm Y.ST.-402 sr no. 288 01 44 Analytical balance model KEROY sr.no. 5558 01 45 Chaino metric balance K-8A05620 (KEROY make) cap.9.210gm 01 46 Chaino metric balance (KEROY make) HC-21141 cap.9.10gm 01 47 Top Pan balance electrical type 75201 ELN no.13862212 01 48 Top Pan balance Avon make Cap.500gm sr.no. 542 01 49 Decimal triple beam balance reading 3000gm model ABD11 Avon make Cap.3.110kg 01 50 Digital conductivity meter model -304 Systronics sr.no. 407 01 51 Digital conductivity meter model -304 Systronics sr.no. 864 01 52 Plant grinder (willy mill) Chamber size 40x20mm with motor 0.25 HP Sr. no. 5877 01 53 Laboratory heating plate 30x45x15 cm 2KW Khera 01 54 Klettsumerson Photo electric calorimeter S.no.44154 with blue and green fitter 01 55 Digestion distillation assembly model K.J.121 AJE make 01 56 Rotatory microtome model1090 01 57 Universal Oven electrical memmerty type size 455x465x432mm model YSI 432 york 01 58 YARCO equipments Hot air Oven (memmert type) size 605 x605x605mm stainless steel cat no. YSI931 S.no.9701815 01 59 Plani meter 01 60 Hand refractometer 0-32% Erima Japan 15163 01 61 Hand refractometer 58-92% Erima Japan No.21 01 62 Hand refractometer 0-32% Erima Japan 02 63 Spirit lamp 01 64 Systronics Extraction unit for six test fitted with regulator sr.no. 3189 01 65 Sieve 20,40,60 mesh 02 66 Water distillation apparatus stand monesty type W.D. 50 01 67 Soil Thermometer 12” long 01 68 Soil Thermometer 18” long 01 69 Soil augar screw type 50mm 01 70 A.I.C. tensiometer 6” length 12” length 24” length Tube augar Soil Moisture metre Leather case Gypsum black with 1 meter lead wire 01 01 01 01 01 01 01 71 Screw Guage 25mm 01 72 Screw Guage 50mm 01 73 Vernier Calipers 05 74 Vernier calipers Super 01 75 Tele counter 01 76 Sambross Servo Controlled voltage stabilizer type SS 102 with over voltage under voltage cut out sr.no. 022 (2 KVA) 01 77 Servo Controlled voltage stabilizer cap.3 KVA 02 78 Water bath size 250x125x125mm YSI 413 01 minisizeYARCO 79 Centrifuge Model R-23 REMI sr.no. C06/300 01 80 Gas Generator for flame photometer (Khera) 01 81 Lux meter 50K LX-101 L-275182 01 82 Vaccum pump with 1.5 H.P.motor (Khera make) 01 83 Godrej Refrigerator cap.300lit. with stabilizer 0.5 KVA 01 84 Moisture box cap.250gm for soil sample 99 85 Rapid moisturemeter 0-50% with wet weight cat no. MB293 01 86 YARCO Shaking machine with covered body fixed speed fitted with timer model YSI516 01 87 YARCO Laboratory mill(villy type)0.5HP YSI 527 01 88 Bacteriological Incubator (TANCO) memmer type model PLT-136-INC-5 stainless steel size 600x600x600mm extra air circulation fan 01 89 Measuring tape 30mtr. 01 90 YARCO B.O.D. Incubator model YSI-440 size 565x865x550mm Optional accessories a. Voltage stabilizer 3.00KVA b. Interior illumination with 3 Nos. fluorescent tube 60m 01 01 01 91 TANCO B.O.D. Incubator (automatic TANCO make model PLT 141 Size 610x450x410mm cap.4 caftaluminium chamber 01 92 Seed storage cabinet „MAC‟ cabinet size 72”x30”x14” (approx.) cat no.MSW 475 30 trays 01 93 Macro equipment Digital electronic top loading balance Cat no.908 L.C. 0.005gm 01 94 Poly pouch sealing machine MAC model 24 pedastal model cat no. MSW-665 01 95 U.V. Radiation seed viewing cabinet MAC make app. Outer size 24”x24” cat no. 508 01 1.5. Veg. Science 1. Darati 05 1. Analytical balance Siughl Park-12 01 - - - 2. Sickle 10 2. Auto mix Remi Make 01 3. Banka 01 3. Analytical weight Box 01 4. Power Tiller 01 4. Automatic Pipette washer 01 5. Five time cultivator 01 5. BOD Ineubater 02 6. Trolley with Jeep tyre 01 6. Burette Stand with clamp 03 7. Logged Wheel 01 7. Bearranges Balance caps Kg. 01 8. Furrower 01 8. China matric balance K -8A Kamidas 01 9. Wheel Charger 01 9. Crossing Kit 05 10. Pully for haular 01 10. Digital Flame photometers 01 11. Mould board Plough 01 11. D.C.M Calculator + Desk Calculator 02 12. Hitech Bracket 01 12. Digital Conductivity meter 01 13. Flat Engine Pully 01 13. Heating mental cap2000ml+500ml 02 14. Seed bin 3 Qt 01 14. Dissecting microscope 06 15. Angle Iron 18 15. Elico Spectro photometer 01 16. Petromax 01 16. Epidias cope Getner Projector both 01 17. Lock 01 17. Electric boiler 01 18. Lock 01 18. Gange meter 02 19. Lock 01 19. Hot air oven 03 20. Lock 07 20. Hand Refractometer 02 21. Heat Convector 02 21. Hygrometer 01 22. Calculator 03 22. Hot Plate 02 23. Spade with Handle 20 23. SEW micro Kgeldal appratus 02 24. Measuring tape 02 24. Leonard &All win refrigerator 02 25. Steel Box 02 25. Laboratory vacuum Pump 01 26. Steel box 01 26. Micro Kjelhal D -apparatus 01 27. Steel box 02 27. Maximum Munimum thermameters 01 28. Steel Bokhari 5 Qt 02 28. Non Refrigerated Centrifuge 01 29. Steel Bokhari 3 Qt. 02 29. Oscar Binacular microscope 01 30. Steel Bokhari 2Qt. 01 30. Pocket calculator 02 31. Balance cast iron Wt. 10 kg 01 31. Physical weight box 01 32. Seed bin 2Qt 02 32. Salter spring balance 1 Kg.to 10 Kg 02 33. Plateform Balance with 100 to 10 kg weights 01 33. Sterio binocular microscope 01 34. Grass cutting Talwar 02 34. Sunmica Cap table 07 35. Gator Rockey Sprayer 01 35. Tri Pod Stand 06 36. Bearanger Balance cap 5 kg with weight 05 36. Tongue Stainless steel 01 37. Balance circular 02 37. Tripole Beam Balance 01 38. Maruti Foot Sprayer 03 38. Tensio meter 6,12 & 18 (4+4+4) 12 39. Maruti Foot Sprayer 01 39. Universal Moisture meter 01 40. Torch with 3cells 01 40. Voltage Stabilizer 01 41. Torch with cells 01 41. Wesiox microscope Lamp 01 42. Torch with cells 02 42. Water Steel 01 43. Steel table 07 43. Willey mill 01 44. Seed bin 5 kg 03 44. Water Bath 01 45. Seed bin 2.5 kg 03 45. Soil auger Post Hole 01 46. Official Armed wooden chair 10 46. Soil auger Scrow type 01 47. Hero Honda Cd 100ss 01 47. Steel Soil Auger 01 48. Lab Stool 2x1.5x1.5 06 48. Soil Sample Box 150 49. Mango rack wooden 01 49. Soil therma meter.6‟‟12‟‟& 18‟‟(3+3+3) 09 50. Katedar Patta 01 50. Shot beam balance 01 51. Kudal 10 51. Standard Analytical weight box 01 52. Hazara 02 52. Screen Projector 150×120cm with stand 01 53. Spade 10 53. Slide Projector & Slide carrier 01 54. Khurpi 10 54. Sam brass Portable gas generator 01 55. Hasiya 12 55. Sam brass horizontal shaker 01 56. Steel Trunk 01 56. Sew Magnetic stirrer 02 57. Maruti foot sprayer 03 57. Muffle Furnace 01 58. Tripoline 02 58. Water distillation apparatus 01 59. Aspe Power Sprayer 01 59. San brass stabilizer 01 60. Digita Lop peati from magnatic scale cap. 150 kg ( Macro) Balance 01 60. Extension board 01 61. Lock 03 61. D.C.M. Solar Desk Calculator 01 62. Kudal with wooden bet 06 62. Official chair 02 63. Khurpi 06 63. Official Maize 01 64. Phawara with wooden bet 04 64. Official wooden chair 02 65. Maruti foot sprayer 01 65. Steel officer Ex. Table Sunmica top 01 66. Hazara 02 66. Remington type machine English 01 67. Counter Scale with weight 01 67. Official Maize Sunmica Top 01 68. Power sprayer Aspee Bolomat rised Sprayer 01 68. Computer, Monitor, Keyboard, Mouse, U.P.S., Printer & C.P.U 1 set 69. Aspee Bolomat oriseed cum duster 01 70. Counter scale 20 kg cap. with weight 10 -50 01 71. Kudal 10 72. Phawara 10 73. Khurpi 05 74. Kudal 10 75. Khurpi 10 76. Hasiya 10 77. Phawara with wooden bet 10 78. Maruti foot sprayer 01 79. Ganesh Hand sprayer 01 80. Hand trailer manually operated 01 81. Pen Drive 02 82. Calculator 02 83. Tripoline 20x14 14x115 03 84. Calculator orpat 02 85. Kudal 06 86. Canon Power shot TS 95 Camera 01 87. Maruti hand sprayer 3 lit. 01 88. Phawada 10 89. Kudal 10 90. Khurpi 10 91. Spec Hand Sprayer 3 lit 01 92. Phawada 04 93. Phawada 10 94. Kudal 10 95. Yarco Incubater 01 96. NP-Based Flame photometer+Printer 2+2 97. Hot air oven 01 98. Hot air oven 01 99. Hand Refractometer 01 100. Hand Refractometer 03 101. Hygro meters 01 102. Whirlpool Refrigerator + stabilizer 01 103. Stabilizer Allivin 15 KVA 01 104. Voltage Stabilizer 15 KVA 01 105. Lab willey mill 01 106. Water bath 01 107. Sarvo Stabilizer 5 KVA 01 108. Vernier Callipers 04 109. Diel Vernier callipers 01 110. Pane balance cop. 1 to 2 Kg. 01 111. Weight box in wooden (cap 1 kg) 01 112. Ganesh hand sprayer 01 113. Stove 01 114. Bhagona with cover, Stealness steal slit cap 01 115. Knifer 12 116. Spoon 12 117. Forks 12 118. Chips cutter 02 119. Bhagona Aluminium with cover 02 120. Nova gas with Burner 01 121. Revaling Stool 15 122. Crown Carking Machine 01 123. Extension board 01 124. Extension board 01 125. Test tube Stand (72 tuber) 01 126. Mixes cum juices 01 127. Heating Mental cap 2 litr 02 128. Water Filter 01 129. Over Head Projector with stand 01 130. Hot Plate 01 131. Magnifying Lenss4”dia& 2”dia 04 132. Forceps fine 12 133. Top Pan Balance 01 134. Autolave Model AC-101 01 135. Getner Microscope 01 136. Lock NavTal 01 137. Rado 10 Liver 01 138. Rado 10 Liver 02 139. Devimal Balance 01 140. Medico Centrifuge Machine 01 141. Slide Cabinet 01 142. Pan Balance with Weight 1Kg 01 143. Hot Plate Coil Type 02 144. Analegue Conductivity Meter 01 145. Disc Electrophotesis apparatus 01 146. KjeldnalDistilation apparatus 01 147. Ph-Meter 01 148. Getnor photomicrography equipment 01 149. Standard Camera Lence for retino photo graphy 01 150. Pasturisation Bleaching Tank 01 151. Mufflle Furnace 01 152. W.T.C Deionises 01 153. Yarco Lux meter 01 154. Lab Heating Plate 01 155. Osaw Universal Masture meter 01 156. AT.CO. Electric Balance 02 157. Phone tonica 01 158. Soxter app. With heating mental 01 159. Extension app. 200ml Flask 06 160. Heating Mental cap,100ml,250ml, 100ml. 2000ml (3+3+3+3) 12 161. Hot air oven 01 162. Digital tap Loading Balance 01 163. Hot Air Oven 01 164. Digital Electric top loading balance 01 165. Plane Paper Copies 01 166. Whirlpool Refrigerator 310 litr 01 167. HP Scan Jet 01 168. Lab Stool 20 No +10 No 30 169. Exhibit Panel for outdoor size 01 170. White board 01 171. Calculator 01 172. Spring Balance 20Kg. Cap 01 173. IBM Nest Vista Computer 01 set 174. Portable Loose Steel yard Type balance (250Kg) 01 175. TUS Start U.P.S 01 176. Sharp Aj 800 colour Printer 01 177. Digital top loading balance 01 178. Godrej Refrigerator cap (300ltr) 01 179. Rakmi lock 7 Liver 03 180. U.P.S (AFC) 01 181. RD -116 -03 -Display Board 02 182. Tray dies (seed driver) 01 183. Seed Cabinet Form 03 184. Seed Cabinet Form 02 185. (1) B.O.D In cabateryorea 01 186. (2) Fluaescaltubeni 01 1.6 . MES Veg. Science 1. Rotavator Tractor Machine 01 - - - 1 Steel Almirah 4Nos 2. Terracer Blade 01 2 Grain bin 12Nos 3. Offset Disk Harrow 01 3 Maruti foot Sprayer 2Nos 4. Tractor Messi Forgussan with all instruments 01 4 Orient Hand Duster 1Nos 5. Bag clear Rebo Model DAR machine Sealing Machine 01 5 Torch 5Nos 6 Drum (200 lt cap.) 2Nos 7 Jack (5to10 tons) 1set 8 Stool wooden 6Nos 9 Iron plates 1500 Nos 10 Watering Cane 6 Nos 11 Weight of Iron 18Nos 12 Hasiya 6Nos 13 Steel Box 6Nos 14 Canester Tin 14Nos 15 Table 2Nos 16 PTO Pully 1Nos 17 Wooden Structure Self 2Nos 18 Laltain 1Nos 19 Sealer 1Nos 20 Chair Wooden 3Nos 21 House Pipe 60m 22 Spring Balance (10 kg cap) 2Nos 23 Balance Wooden Structure 1set 24 Network Component 4Nos 25 Maruti Hand Sprayer 1Nos 26 Lock 10Nos 27 Display Board with Stand 3Nos 28 Pump of diesel 1Nos 29 Measuring Cane (5lit cap) 1Nos 30 Measuring Cane (10 lit cap) 1Nos 31 Room Heater 1Nos 32 Weight Box 1Nos 33 Nap sac Sprayer 1Nos 34 Circular Hanging Balance 2Nos 35 Balance Plate (glass body) 1Nos 36 Galaicha (carpet) 1Nos 37 Sabbal Iron 1Nos 38 Iron Top (tasla) 5Nos 39 Kudal 27Nos 40 Spade (ordinary) 67Nos 41 Spade (TATA) 15Nos 42 Khurpa and Khurpi 62Nos 43 Axe 5Nos 44 Bucket Iron 7Nos 45 Ganesh Hand Sprayer 2Nos 46 Fan 4Nos 47 Plastic Drum 4Nos 48 Check Valve 1Nos 49 C. I band 1Nos 50 Flench 1Nos 51 Pan Balance 2Nos 52 Frant Dail Balance Top Balance 3Nos 53 Palastic Hand Sprayer 1Nos 54 Drum 1Nos 55 Cycle Hind 1Nos 56 Type Writer (Hand) Remington No 625576 1 Nos 57 Tripal 4 Nos 58 Book Self(Wooden) 2 Nos 59 Lock 4Nos 60 Hedge Shear 1 Nos 61 Plas (iron) 1 Nos 62 Punch 1 Nos 63 Steplar 1 Nos 64 Screw rinch 1 Nos 65 Nose Player 1 Nos 66 Chheni 1 Nos 67 Hammer 1 Nos 68 Dirbily 2 Nos 69 Penchcas 1 Nos 70 Reti 2 Nos 71 Tractor engine No 12526 Chasis No 002252 1Nos 72 Tractor Trolly 1Nos 73 Screper 1Nos 74 Disc Harrow 1Nos 75 Cultivator 2 Nos 76 Rickshaw 1Nos 77 Table 3Nos 78 Wooden Structure Self 5Nos 79 Diesel Engine 2Nos 80 Chair Wooden 5Nos 81 Cage Wheel 1 Set 82 Ridger (3 Farrow) 1Nos 83 Hand Pump 1Nos 84 Structure Iron 84Nos 85 Hand Cart 1Nos 86 Table Lab (wooden) 1Nos 87 Disc Plough 1Nos 1.7 . College Administration 1 - Resograph Automatic Master Printer K58001 01 No. 1 - Water Cooler 02 Nos. - - - 2 - Digital Copier/Laser Printer 01 No. 2 - Induction Verner 01 No. 3 - Vacum Cleaner Erodean Acc Model 01 No. 3 - Chair Steel 17 Nos. 4 - Sharp Fax FO 650 Machine 01 No. 4 - Power Inverter 01 No. 1.8 . Land Scape 1.9. Medicinal & Aromatic Plant 1. Pocket Refractometer 01 - - - - - - 2. Electronic top pan balance Model LCB -4B 150 g capacity K -Roy make 01 3. Villey grinder inner chamber, blades 40x25 mm Khera make Model KJ -110 (a) 01 4. Juicer cum grinder (Fisher) cap 1.0 litre 01 5. Semi Micro balance Sortorius Model -2004 01 6. Decimal balance Triple beam cap. 3kg Avon 01 7. Triple beam balance cap 0.111g 01 8. Borer set 01 9. Steel cork borer set 01 10. High speed centrifuge type C-24 Remi 01 11. Centrifuge medico Remi 01 12. Chromatography drier 01 13. Thin layer chromatography kit 01 14. IEC-222 Descicator cabinet of thick guage alluminium stand glass door 01 15. Indian Two bed portable Deionizer model C-A- 20 IU 01 16. Sambrass portable gas generator type-12 with burner 01 17. Glass cutter Kohinoor 01 18. Grinding mill (Villey mill type) 100 mm Yorco 01 19. Heating mantle with energy regulator capacity 5000 ml 1000 ml 500 ml 250 ml 100 ml 50 ml 05 02 02 02 02 02 20. Laboratory heating plate with regulator size 45x60 cm 02 21. Hot plate electric(CICE) round size 12” dia. 01 22. Knife steel 02 23. Micro kjeldoll stand (prequel type) 02 24. Lock 01 25. Lock 01 26. Pump plier 01 27. Screw driver 01 28. Muffle furnace MIC make size 12x6x6 01 29. Melting point apparatus with cooling plug 01 30. Moisture meter optics 01 31. Chromatography oven front opening 650x650x600mm 01 32. Sew make oven vacuum size dia. 300x300 mm 01 33. Systronics griph pH meter portable battery operated 01 34. Flame photometer (Systronics) with spare parts- Burner unit ; Galvanometer ; Compressor Each 01 35. Research Polorimeter- Getnor SP-02 01 36. Leonard refrigerator cap. 286 lit. 01 37. Rotary vacuum flask evaporator-Toshniwal 01 38. Abbo type refractometer 01 39. Burrett stand (iron) without clip 02 40. Tripod stand small size long size 04 02 41. Stand & clamp iron AJE make 10 42. Stand for clavenger apparatus 04 43. Flask shaker for 04 flasks AJE 01 44. Reciprocating shaker 01 45. Sand bath electrically heated double walled 01 46. Spectronic-20 Bush & Lomb model USA 01 47. Spatula stainless steel 05 48. Spatula stainless steel Big Small 03 02 49. Scissor stainless steel 03 50. Remi make medium duty stirrer with1/2 HP motor model R.O.1240 01 51. Magnetic stirrer with hot plate cap 2 lit. 01 52. Stop watch 01 53. Soil spoon set 01 54. Temperature control unit with energy regulator MIC make 01 55. Voltage stabilizer 5kva Khera 01 56. Weight box 01 57. Paraffin embedding water bath cooper 01 58. Water bath cylindrical 25x20 cm 01 59. Water bath cylindrical 25x15 cm 01 60. Water bath rectangular 25x35x10 with 6 hole 7.5cm dia. 01 61. Lock Harison lock Prince 01 01 62. Heating mentle cap. 5 lit. Tanco make PLT 165 02 63. Heating mentle cap. 10 lit. Tanco make 01 64. Enamel trey 8”x6” 12”x10” 18”x12” 05 05 04 65. Lab table size 5′x2.5′x3′ (sun mica top) Lab table 5′x2.5′x3′ (ply top) 02 02 66. Chromatography cabinet wooden size 600x600x300 mm 825x825x225 mm 01 01 67. Flask stand seesham wood 04 68. Lab table Sun mica top with rack 7′x2.5′x3′ 02 69. Stool revolving 18”x12”x12” 04 70. Office chair rectangular pipe 01 71. Physical balance Avon make 01 72. Physical weight box 01 73. Single pan balance model K -14 KRoy make 01 74. Stabilizer 1.0 kva sagar make 01 75. Mixer cum grinder cap 1.0 lit. 01 76. Autoclave vertical 250x450 mm 01 77. Hot plate electric CICE round size 12″ dia. 01 78. Cintex heating mantle cap 2.0 lit. 02 79. Laboratory stool with sun mica top 03 80. Tinocular microscope with accessories model METZ779A 01 set 81. Leetz base slide microtone 1400 with flooring 01 82. Sprit lamp 01 83. Wooden hood show case size 2′x1.5′x2.5′ glass covering 01 84. Glass equipment wet & dry thermometer 01 85. Emergency light with battery 01 86. Scientific calculator 01 87. Maruti foot sprayer 01 88. Hazara 04 2. College of Fisheries 2.1 College of Fisheries Farm 1. Almira Steel size 1525×760×460mm 01 - - - - - - 2. Wooden Table Sunmica Top size 4×2×2.5 01 3. Laboratory Table Wooden Top Sunmica 01 4. Chair Arms Wooden 02 5. Chair Teak Wooden Arms 01 6. C.M.C.Chair Revolving 01 7. Chair Wooden Officer 01 8. Calculator 01 9. Iron Box size 4×2.25×2.5 01 10. Tulaman Balance 5kg Cap. 01 11. Tarch Three Cell 01 12. Centrifugal Machine Han Driven Four tube 01 13. Chair Wooden (Teak)Officer 01 14. Chair Officer Teak Wooden 01 15. Chair Arms 03 07 16. Table Steel size1220×760×760mm. 01 17. Table Wooden 4×2×2.5 01 18. Black Board Tigodiya Size6×2×1.5 01 19. Wall Watch (Quartz) 01 20. Almirah Steel size 1525×760×460mm. 01 21. Air Cooler,Symphony 01 22. Dissecting Stand Wooden 02 23. Air Compressor withoutBatery. 01 24. Refrigerator (Godrej) 01 25. Stablizer 01 26. Stablizer Vilex 01 27. Stablizer Stand 01 28. Stapler Small 02 29. Oxygen Gass Cylinder with Regulator 01 30. Pond Aretor 1.2H.P. 01 31. Stool Wooden size 1.5×2.5×1 01 32. Heater 02 33. White Borad size 120×120cm. 01 34. Exibites Pannel for Indoor use size 120×60cm. 01 35. U.P.S.Battery 01 36. Computer Simence 01 37. Scan jet H.P.2300C 01 38. H.P.Inkjet Printer Model SS50 01 39. Wooden Board (deptt.) Size2×1.5 01 40. Pulli 01 41. Lineva Think Desk top Computer 01 42. Spectro Calorimeter 01 43. Streching plate 01 44. Heatingh mental 01 45. Dissolve Oxygen Meter 01 46. Portable Digital ph meter 01 47. Digital Nephelo -Terbidity Meter 01 48. Hot plate 01 49. Slide Projecter 01 50. Type Riter Hindi 01 51. Type Riter English 01 52. Lejar printer colour hp 01 53. White Board 120×120cm. 01 54. Exhibit panel size120×60cm 01 55 Fawada 2 56 Torch Everready Three cell 1 57 Injan Kriloskar 8 H.P.with Assosries 1 58 Trolly Iron 1 59 Khurpi 1 60 Hansiya 1 61 Motar Strater 7.5H.P. 1 62 Kriloskar Pump HWAD100MMFLP 1 63 Plankton net 1 64 Kriloskar Electric Moter 3 Phase 7.5 H.P. 1 65 Main swith 32 AM. 1 66 Moter Stratar 1 3. Directorate of Research photocopier machine 4. D.W.P 1. Steel Almirah Big Size 1 No. - - - 2- e stfjax V si 15 eh0 01 2. M. S. Conduit pipe ¾ 215 Nos. 3- e stfjax V si 03 eh0 01 3. Damage old high level cistern 25 Nos. 4- :e dwyj dsu0LVkj e sd 01 4. G.I. Hooks 3 Bag 5- QksVks dkfi;j ekMy ,p0ih0 420 01 5. C. I. Pipe 3 & 2 ɸ 6´ long 18 Nos. 6- CY;w fizUV e‛khu 01 6. CI Tee 4 size 30 Nos. 7- vksYM Mªe 04 7. C I Bend 4 size 15 Nos. 8- pSu fVfdy 01 8. C I Cowel 4 25 Nos. 9- ,DlkbM cSV ªh 08 9. Old Main Switch 30 Nos. 10- dEI;wVj ,p0lh0,y0 vksYM ekMy 01 10. Old Starter 4 Nos. 11- Q SDl e‛khu 01 11. Old 63 kVA Gen set with Radiater 1 No. 12. Old NRV 6 size 1 No. 13. Scrap C 1 (Sanitary) L. S. 14. Scrap G 1 (Water Supply) L. S. 15. M. S. Pipe 4 Damage 15 Nos. 16. Scrap M. S. Angle pieces L. S. 17. Diesel Tank 200 Lts. old 1 No. 18. Old PVC Scrap L. S. 19. CID Joint 6 size 15 pair 20. Air cooler without fan 4 Nos. 21. Sodium Light fitting 100 Nos. 22. Genset 15 kVA 01 No. 23. Inverter Old Model 1600 VA 01 No. 24. 7.5 K.V.A. Gense . Sports 1 Allgro Cycle 02 1 Chair Wooden 10 - - - 2 Basket Pole with board 1.30mt.x1.2mt. 01 set 2 Score Board Cricket 01 3 Basket Ball Board Ply 01 set 3 Score Board VolleyBall 01 4 Body Boom 02 4 Score Board Foot Ball 01 5 Back - Hiper 01 5 Score Board Hockey 01 6 Cycle Hero 01 6 Almirah Big 01 7 Climbing Stand 01 7 Parallettes Bar 01 8 Clock 01 8 Aeroline Mini Stopper 01 9 Duplex Twist Machine GYM 01 9 Almirah Small 01 10 Dumbles 02 pc 10 Plcetic Chaur 03 11 Dumbles 04 pc 12 Foot Ball Pole 01 set 13 Fabara ¼ QkSvkjk ½ 03 02 14 Khurpa 04 07 15 Hasiya 02 16 Daroti 01 17 Leg Ext Machine 01 18 Multi Hyper 01 19 Bonch Machine 01 20 Hand Cart Pipe 01 21 Stop Watch 03 22 Hammer 16lb 01 01 8lb 01 23 Hammer 12 lb;16lb 01 01 24 Hurdles 30 25 Hurdles 54 10 26 Hand Ball Pole 01 set 27 Hockey Goal Board 01 set 28 Hand cart 01 29 Hazara 02 30 Locks 02 05 01 31 Locks 01 32 Leg Press Machine 01 33 Line Marking Machine 01 34 Casttle amplifire 01 35 Horn Ahiye 02 36 Lunit Driver 02 37 Microphone 02 38 Microphone 01 39 Sound Colum 02 40 Microphone Stand 02 41 Microphone GTP 01 42 100 mire 100 mt 43 One Are 01 44 One Ballog 01 45 Cassettes 06 46 Extension 01 47 Petro Max 01 (2kg) 48 Biven Back 01 ladies 01 Gents 49 Calculator 01 50 Sector 02 51 Stop Watch Table 01 01 52 Starting Block 02 03 53 Basket Board 1.84x1.22 ply 02 pcs 54 Basket Board ply 04 55 Basket Ball 6” Steel Pipe with ring 01 set 56 Basket Ball Board Fibre 01 set 57 Exercise G202 01 58 Power Mistri functional Shocket 01 59 Jogger 01 60 Power Steeper 01 61 Vibretor Massager Sharp 01 62 Multi Gym Station 01 63 Foot Massager 01 64 Twister 01 7 Hospital 7.1. Hospital (A) scrap 8. College of Home Science 8.1. Home science (Dean Ofc) 1. Zerox W.C. Pro 420 Copier 01 - - - - - - 2. Digital Photo Copier Toshiba ES -163 01 3. Zerox photo Copier 5821 -IV 01 4. Calculator 03 5. Digital Multifunction fax 01 6. Godrej Chair CH -4012 With Desk 11 7. Calculator 02 8. Hindi Manual Type writer 01 9. Calculator 01 8.2. Centrel Store (Dean Ofc) 1. Chair Wooden Armetic 01 2. Chair Wooden Armetic 02 3. Chair Wooden Armetic 05 4. Student Chair Wooden 40 5. English Type Writer 01 6. By Language Type Writer 01 7. Mestetner Duplicating machine 01 8. Canon Plus Paper Copier Machine 01 8.3. Textile & Appareal Designing 1. Hot Plate 01 2. Swing Machine Wooden Box Cover 01 3. Press Table 02 4. USHA Sewing Machine Wooden Cover 03 5. Physical Balance 02 6. Thread Box Fiber 01 7. Threader 01 8. Stove 01 9. Patila With Lid 01 10. Single Pan Balance K-14 super 2 K.G 01 8.4 Family Resource Management& Consumer Science 1. Press 2 2. Scissors big 2 3. Scissors small 2 4. Emergency light (ORPAT) 1 5. Remson O.T.G. 1 6. Victimizers model vis-512 1 7. Softel ice cream machine 1 8. Zirob filter 1 9. Domestic flour mill complete unit 1 10. Stabilizer vucum-4 1 11. Stabilizer veelex 110 to 290 1 12. Teaching and documentary education C.D. 1 13. Video recording documentary education C.D. 1 14. Pedelite C.D. SENSORS 3 15. Bajaj water filter 1 16. Montal 1 17. Refrigerator godrej 300 LIT. 1 18. Godrej Refrigerator 165 lit. 1 19. Stabilizer 0.5 KVA 1 20. Towelstand 1 21. Dressing table with glass 3 1 22. Deewan size 6‟x3‟ sunmica posted with box 1 23. Folding cotsize 6x3x1.5 6 24. Folding chair 4 25. Dining table with 6 chair 1 26. Deval watch Quartz 1 27. Table watch with alarm 1 28. Lock 2 29. Charge 6/12 volt 1 30. Sun Hot Emerson rod 2 31. Stabilizer 2 KVA 1 32. Food Processor 6005A00 1 33. Food Processor Jar 1 34. Kodak Camera with real 1 35. Philips steam iron 1 36. Mops 2 37. Merit Universal umbrella Sewing Machine 1 8.5. Food Science & Nutrition 1. Balance 5kg Dial type 2 2. Balance 1 kg dial type 6 3. Personal weighing machine 1 4. Analytical balance double pan AVON Make Model AB-F1 Capacity 200g 1 5. Voltas Stabilizer Vilex EWR 110-290 1 6. Voltas Stabilizer 1 7. Stabilizer 0.5 KVA for Refrigerator 1 8. Stabilizer 850 VA (fitted in refrigerator coca cola) 1 9. Bomb calorie meter with digital display Telco Make Model PLT-300 1 10. Bhagona St. steel with cover 19 cm 4 11. Bhagonaalluminium with cover 1 12. Knife 10 13. ChaklaBelan 7 14. ChaklaBelan 10 15. Cooker 6.5 lit. Howkins 1 16. Cooker Anupam 4 17. Howkins Pressure cooker 2 lit. 10 18. Idly cooker 1 19. Chhani 5 20. Glass steel 12 21. Gas cylinder 1.8 kg with lamp attachment 5 22. Stove Caption 6 23. Electronic Gas lighter 2 24. Gas tandoor (podimin) 1 25. Jug steel 2 26. Jug steel 2 27. Katori St. steel small 10 28. Katori steel 05 29. Chili cutter 1 30. Fanlastique Vegetable cutter 1 31. Kalchhi steel big 2 32. Greater 2 33. Booti mixer 1 34. Juicer attachment 1 35. Food processor singer 1 36. Mug tea 12 37. Muffles furnish regulator lamp model 5 KW Cap. Size 200x 200x300 mm retery J.K.W.9000C Model K1- 180 khera Make 1 38. Maharaja ketli White Line electric Kettle 1.7 lit. 1 39. O.T.G. bajaj Oven 1 40. Super Flame O.T.G oven with glass door with timer 1 41. Renold hot food cabinet box type 1 42. Knife cum peeler 2 43. Pelicane fitter cap. 20 lit. 1 44. Refrigerator Allvinindia ltd. 165 lit. cap. 1 45. Godrej Refrigerator 300 ltr. cold & gold Blue Compressor no. 146105 cabinet no. 146105 1 46. Stove nootan 5 47. Nootan stove 5 48. Tea spoon 12 49. Laboratory Table sheesam wooden top sunmica 60x30x30 1 50. Tava 2 51. Thali (2.400g) 5 52. Balti 1 53. Tea pot Melton 2 lit. 1 54. Container tin 15 kg 4 55. Vaccum pump (yarko make) cap. 45 lit./mit, 0.25 HP 1 single stage cat no. YSI-538-(-) less special discount @ 2% 56. Vaccum pump single stage cap. 25 lit. H.P. motor .25 model K1-106 1 57. Strainer (chalni) 1 9. Guest House 9.1 VC Residence College of Veterinary Science 1 0.1 Vet. Biochemistry 1 Automatic slide projector Getner MP 410 01 - - - - - - 2 Balance cell colorimeter 102 Systronics 01 3 Chinometric balance 01 4 Clinical chemistry analyzer 171 Systronics 01 5 Densitometer 205 Autoscanning computing Systronics 01 6 Flame Photometer CL360 ELICO 01 7 Glucometer 01 8 Lab Heating Plate with cast iron top 01 9 Lab wooden stool 05 10 Muffel Furnace 18x9x9 01 11 Over head projector RG200 -05 01 12 pH analyzer LI612 ELICO 01 13 Refrigerator 300Lit Capacity Godrej 02 14 Spectroflurometer SL 174 ELICO 01 15 Spectronic 20 Milton Roy 01 16 Triple Beam Blance direct reading 0.1 to 111 Grms 01 17 UV -VIS Spectrophotometer 119 Systronics 01 18 UV -VIS Spectrophotometer 117 Systronics 01 19 Wooden chair 05 20 Kyocera Mita Digital Printer (Taskalfa 180) 01 21 Analytical weight box upto 50grm 01 22 Physical Balance 01 23 R - E - G - N -008 Primary Gradient HPLC System with HD 461 SN003 01 24 VDO Cassette;Cell structural unit of life 01 25 VDO Cassette;Cell & What they Do 01 26 VDO Cassette;Cell Biology cytoplasm 01 27 VDO Cassette;Cell Biology Nucleus 01 28 VDO Cassette;Cell Biology the Plasma membrane 01 29 VDO Cassette;Cell Biology structure & composition 01 30 VDO Cassette;Biotechnology 01 31 VDO Cassette; Genetics:Improving plant and animals 01 32 VDO Cassette; Biological science:Molecular Biology 01 33 Transparency sheet Box Code No. 201 -04 Rescholar 01 34 Projection screen tripod model deluxe code No RO 2007 -01 01 35 Transparency Kit Cat. no.RO2001 -05 01 36 APC Back UPS 800 VA 01 37 HP Laserjet printer 2015 01 38 UPS 500 VA Mega Blue Bird 01 39 HP Computer PC DX 2280 Desktop PC 01 10.2 Animal Breeding & Genetics 1. Table VDO Size 04 1. Inclind Student Microscope 05 - - - 2. HP Laser jet 5 01 2. 3. HP Laser jet 1100 & Printer 01 3. 4. HP Desk Jet 970 01 4. Microscope Inclind Getner 01 5. HP Scan Jet 5200 c 01 5. Over Head Projector with Accessories 01 6. Zenith Pentium PC System with Accessories 02 6. Auto Slide Projector 01 7. 1 KVA Eltech UPS 01 7. Accessories for slide projector spare magazine 50 slide spare Halogen Temp 02 02 8. 1 KVA Eltek UPS 01 8. True Power UPS 1KVA 01 9. 3 KVA Eltek UPS 01 9. Kill buen document Binder 28 mm 01 10. Minolta EP 3170 Copier 01 10 . Duplicater Model 145 01 11. 2 KVA Voltage Stabilizer 01 11 . Godrej Type writer 01 12. 5 KVA Voltage Stabilizer 01 13. Window AC 1.5 ton with Accessories 02 14. Compaq Presario Computer with Accessories 04 15. Compaq Presario Computer with Accessories 03 16. Computer HCL with Accessories 03 17. HP Desktop 8000 series with Accessories 02 18. Tripple Beam Balance 01 10.3 Livestock Products Thechnology 1. HP Compaq PC DX 2280 desktop PC 1 No. 1. pH meter pen type digital microprocessor based with temp. campen 1 No - - - 2. HP Laser Printer 1320 N 1 No. 2. Cream Seperator (hand drive) 1 No 1. Transparency Sheet Box 1 No 3. Bottle washing machine 1 No 4. Ice cream freezer electric drive with electric moter 1 /2 hp 1 No 5. Ice Chamber 3 No 6. Milk Stainer 12 No 7. MBR Bath 1 No 8. Iron Bhatti 1 No 9. HP Colour Laser Printer CP 1215 1 No. 10 . 800 VAPC BACK UPS model BE 800 1 11 . 500 VAPC BACK UPS model BE 800 1 12 . Toner Cartridge 1 13 . Calculator 1 14 Battery 02 . 15. Protein Digestion Assembly 01 16. Kjeldahl Apparatus 01 1 0.4 Pharmacology & Toxicology 1 Vaccum Pump 1 1 Computer Compaq Presario 1 - - - 2 Refrigerator + Stabilizer 1 2 Over Head Projector 1 3 Electro -Convelsometer 1 3 Autoanalyser 1 4 Chinametric Analytical Balance 1 4 Chemical Balance 6 5 Pricription Balance 2 6 Perforated Board 1 7 UPS, APC 1 8 Spectrophotometer 1 9 UP Based Ph Analyser 1 10 Room Heater 2 11 Analgesiometer Tail Flick Method 1 12 Rota Rod Apparatus 1 13 Digital Electronic Top Loading Balance 1 14 APS Back UPS 1 15 Deep Freezer 1 16 Water steel Wall Mounting 1 17 Serological Water Bath 1 18 Vertex Shaker 1 19 Micro Tissue Homogenizer 1 20 Electro -Convalsometer 1 21 Isolated Organ Bath 1 22 Pole Climbing Apparatus 1 23 Singal Pan Electrical Balance 1 1 0.5 Public Health & Epidemiology 1. BOD Incubator “Tanco‟ 1 No - - - - - - 2. Refrigerator Godrej 303 Lit 1 No 3. Low Temp. Freezer “Tanco‟ 1 No 4. Quick Freezer “Mac‟ 1 No 5. pH Meter “Tanco‟ 1 No 6. Desk Top Computer HP 8000 Series 1 No 7. Printer HP(colour Laser Jet cp 1515n) 1 No 8. UPS (APC Back UPS RS 800 1 No 10.6 Gynecology & Obstetrics (Category A) Gynecology & Obstetrics (Category B) 1 HP Desktop PC (CPU+Monitor+Mouse+Key Board) 01 1 Dell Laptop (Accessory item) 01 - - - 2 Digital Electronic Top Loading Balance, capacity 300 gm 01 2 Digital Camera Sony Make (Accessory item) 01 3 Rescholar Overhead Projector Supreme 01 3 HP Deskjet Printer (Accessory item) 01 4 HP Laser Printer 01 5 800 VA APC Back UPS 01 6 Computer Table 01 7 Revolving Chair 01 8 Hand-held UV Lamp 01 9 Ultra Low Temperature Research Cabinet Yarco 01 10 Thermo heating Stage 01 11 Universal Trinocular Research Microscope MDILUX 01 12 Advanced digital colored video system 01 13 HP desktop computer set DX2480 01 14 HP laser printer -1005 01 15 650 VA APC UPS 01 16 Eleco FG LI 614Ph meter 01 17 Quick Freezer (Remi) 265 lit 01 18 Submarine Electrophoresis (Sonar) 01 19 Vertical Slab Electrophoresis (Sonar) 01 20 Digital Power Supply for Electrophoresis (Sonar) 01 21 High precision digital scale (Sonar) 01 22 Air Cartel (Sonar) 01 23 UV Sterile Chamber (Sonar) 01 24 Dell E-5410 Laptop 02 25 Reliance Data card 01 26 Analytical Balance Merck, 234 DE 01 27 Godrej Split AC (1.5 TON) Gse18F 3W 1 M 01 28 Digital Copier with printer & trey WC 5020 01 29 Stabilizer (3 kVA) 01 30 Pass Box Micro Make MSW-183 02 31 Economy Executive Chair 01 1 0.7 Vet. Surgery& Radiology 1 - Refrigerator (300Lt Godrej Cold Gold) 1 - - - - - - 2 - Stablizer Velex 0.5 kva 1 3 - Godrej Revolving Chair CHR -7 1014 1 4 - Weighing Machine( Libra make) 1 5 - Perforated Board 1 6 - Electric Emergency Light (Bpl dry battery) 1 7 - Mechanical Balance (200gm Capacity with .001gm readability & 90mm pan size). 1 8 - Auto razor Sharpener 1 9 - HP Computer ( pcd x 2280 desktop PC With CPU,Monitor,keyboard,Mouse) 1 10 - HP Laser jet Printer 1320 1 11 - UPS (800va apc Back ups modal BE800 1 12 - Over head projector (a) Suvira (b)Rescholar 11 13 - Microtome precision rotary 1 14 Microtome Razor 1 15 - Microtome Knife 120mm khera 1 16 - Magenetic Hot Plate stirrer 1 17 - Lab Table( C Cupboard 8x4x2.1‟) 2 1 0.8 Anotomy & Histology 1 Automatic Tissue Processor Deluxe Model SP 40 01 01 Wooden Chair Officer with Arm 01 - - - 2 Triple Beam Balance for direct Reading 3 Kg (Khera Model) 01 3 Triple Beam Balance for direct Reading 3 Kg (Khera Model) 01 4 Refrigeration with Stabilizer 300 lit. 01 5 Black Board with Stand 01 6 Drill Machine (Electric) 01 7 Stool Sunmica Top 06 8 Lab Stool Wooden 09 9 Godrej Chair PCH-1014 (750 x750 x 920 mm) 01 10 Godrej Chair CHR - 7 (560 x560 x 900 mm) with Arm 03 11 Godrej Chair CHR -7 without Arm 01 12 - Wooden Chair with Arm 03 1 0.9 Vet. Parasitalogy 1 Laboratry Centrifuge Machine (MAC) 4×50ml 1 1 H.P.Compaqe PC D×2280 Desk Top 1 - - - 2 B.O.D. Incubator (MAC) 500×830×415 1 2 800VA APC Back UPS 1 3 H.B.Meter Digital M.S.W. 547 1 3 H.P.Inkjet Printer 1 4 Chair (Revolving) Godrej 1 5 Bench (Wooden) 4 seater cat no.23 1 6 Staff Chair (Wooden) 5 10.10 Physiology&Bio Chemistry 1 Olympus Inclined Binacular Microscope 04 1 Sphignomanometer 05 - - - 2 Medilux-12 01 2 Mercury Sphignomanometer 04 3 Getner Binacular Microscope 01 3 Orpat Telephone 01 4 Godrej Refrigerator 300 Lit. 01 4 Isolated Organbath(MAC)MSW-722 02 5 Over Head Projector SUVIRA-301 01 5 Scientific Calculator 01 6 Mediflame Photometer Model -127 01 6 Medzer Monocular Microscope METZ777 03 7 Flame Photometer Model-CL-360 01 7 Officer Chair Wooden Armed 01 8 Stool Sunmica Top 03 8 Microscope Getner 01 9 UPS 800 VA,APC Model-800 01 9 Spare Cutter for Gel 01 10 IEC Electrophoresis 01 11 Disc Electrophoresis 01 10.11 Vet. Pathology 1 Microtome Precision Rotary YSI 114 01 - - - - - - 2 Microtome Precision Rotary Lip Shaw type MAC Make Cat No. MSW 452 01 3 Shaking Machine Type Yarko Make YSPL-516 01 10.12 Vet. Medicine 1. Deep freezer 01 1. PH metre 01 - - - 2. Milk analyser 01 2. PH metre 01 3. UPS 01 3. Stablizer 01 4. UPS 01 4. Stablizer 01 5. UPS 01 6. UPS 01 7. Printer 01 8. Printer 01 9. Rescholar Over Head Projector 01 10 Stablizer 01 10.13 Vet. L.P.M 1 Compact Centrifuge 1 1 Incline Student Microscope 4 1 Erma scope EP 404 1 2 Single Pan Balance 1 2 Steel table sun mica top with side drawers 1 2 Microtome 1 3 Hot Air Oven 1 3 Steel table sun mica 1 3 Mannual Type Writer 1 4 Lab Heating Plate with cast iron top 1 5 Triple Beam Balance 3 Kg 1 6 Triple Beam Balance 111gm 1 7 Microscope Monocular 2 8 Dissecting Microscope 2 9 Incline binocular Microscope 2 10 Trans Cope Compact Portable over head projector 1 11 Godrej chair without arm 1 12 Godrej chair 2 13 Refrigerator 1 14 Voltage stabilizer 1 15 Micro processor stirrer combined 1 16 Office table 1 17 UPS 800VA 1 18 Enameled kidney trey 8ʺ 1 19 Enameled kidney trey 10ʺ 1 20 Enameled kidney trey 12ʺ 1 21 Bull Holder 5 22 Enameled Mug 7cm 1 23 Enameled Mug 12cm 1 24 Enameled Funnel 6ʺ 1 25 Enameled Wash Basin 30cm 1 26 Enameled Wash Basin 36cm 1 27 Enameled Wash Basin 40cm 1 28 Enameled trey without cover 12x10 1 29 Enameled trey without cover 12x14 1 30 Enameled trey without cover 18x24 1 31 Enameled trey with cover 8x10 1 32 Enameled trey without cover 12x10 1 33 Enameled jug 2 point 1 34 Enameled jug 4 point 1 35 Enameled jug 6 point 1 36 Enameled bucket with cover 10ʺ 1 37 Enameled bucket with cover 11ʺ 1 38 Stomach pump set 1 39 Mouth Gag (Wooden ) 3 40 Mouth Gag Vernels 2 41 Tooth Cutter 2 42 Stomach Pump Complete 2 43 Rumenotomy set 2 44 Rumenotomy set best quality 2 45 Hoof Trimmer 5 46 Hoof Cutter 2 47 Curry Comb (horse) 8 48 Dandy Brush 1 49 Body Brush 2 50 Body Brush Super 4 51 Ridding Briddle (single/double) 2 52 Polo Saddle 1set 53 Driving bridle 2 54 Muzzle leather 2 55 Harness collar 2 56 Hobbles casting hitting for horse 4 57 Tooth Rasp Super Quality 1 58 Head Roap 5 59 Hoof Picker (horse) 2 60 Harness Saddle 1set 61 Harness crupper 2 62 Riding Saddle 1set 63 Cellophane roll 1 1 0.14 Vet. Extension Education 1. Computer -IBM 01 1. Student chair - wooden 03 - - - 2. UPS -IMS, 60 min. backup 01 3. UPS -Kukrej -03 min backup. 01 4. Exhibit panel outdoor -150x90 cm 03 5. Dual purpose, half exhibit& white 01 6. Stool - sunmika top 02 7. Chair armless, wooden 10 1 0.15 Animal Nutrition 1. Chainometric Analytical Balane Macromake 3 - - - 1 Autoclave - 2. Chemical Balance 1 3. Triple Beam Balance (110 g) 1 4. Triple Beam Balance (3000 g) 1 5. Triple Beam Balance (5000 g) 1 6. Refrigerator (Allwyn withstand and stabilizer) 1 7. Refrigerator (Godrej with stabilizer) 1 8. Vaccum pump (0.25 H.P) 1 9. Water Bath (10 ×6 steel round) 1 10. Water Bath (Single Wall size) 1 11. Bomb Calorimeter MSW 1 12. Low cost freezer (MAC) 1 13. H.P. Compaq Desktop with printer and UPS 1 14. H.P. Compaq Desktop with printer and UPS 1 15. Metabolic Shaker Chamber 1 16. Vortex Mixture 1 17. Willey grinder mill (0.25 H.P.) 1 18. U controlled based P.H. System (Systronic) 1 19. Spectrophotometer (Systronic) 1 20. HP printer jet1360 1 21. CD writter 1 22. Over Head projector (SUVIRA) 1 23. Over Head projector (Reschlor) 1 24. Over Head projector (Trolley) 1 25. Projection Screen 1 26. Projection Screen 1 27. Lab stool (Wooden) 5 28. Armed Cushion Chair 3 29. Name Plate(Big Size) 8 30. Name Plate(Small Size) 3 31. Perforated Board(180 × 90) 2 10.16 Teaching Veterinary 1. Armed Office Chair Wooden 05 1. Laminated Chart Framed on 6 mm ply with beading (22”x28”) 24 16 1. Street Light fitting (Removed from VCC building and Electric poles for replacement with LED lights) 7 No 2. Christensan‟s teat Slitting scissors 4 2. Name plate on 12 mm Ply (2‟x1‟) 10 2. Tube light Fittings 20 N0 3. Conical Teat Tumor Extractor 4 3. Name plate on 12 mm Ply (6‟‟x11‟‟) 10 3. Ceiling Fan 02 No 4. Dressing Scissors 4 4. Stethoscope 2 1 4. Fan Rod 20 No 5. Ear Cropping Clamp 4 5. Torch 1 5. Guiser 01 No 6. Intestinal Clamp 4 6. Uterine Catheter 4 6. Metallic Window Frame 02 No 7. Orthopedic Hammer 2 7. Uterine Scissors 2 7. Refrigerator 300 Lit Alwin 01 No 8. Orthopaedic wire Saw 2 8. Hug Teat Lancet 4 8. Metal Net Frame 05 No 9. Pliers/ Plas 2 9. Teat Slitter Single Blade 4 9. Wooden Net Door 01 No 10. UP Bsaed double beam UV -Vis Spectrophotometer with accessories 1 10. Teat Tumor Extractor 2 10. Plastic Water Tank 01 No 11. Suture Cutting Scissors 2 11. Teat Plug 4 11. MCV Box/ Main switch 05 No 12. Shadowless Lamp 1 12. B. P. Handle No - 3 4 13. Thumb Forceps 4 13. B. P. Handle No - 4 4 14. Teat Tumor Extractor 4 14. Bistouri 6 15. Teat bistouri with conceal blade 4 15. Mouth Gag 1 16. Teat canula 4 16. Swab Holder 4 17. Wokman scoup 4 17. Sterilizer Hooks 5 18. HP Desk Jet Printer D 4368 (@ 40% / annum) 1 18. Tooth Forceps 10 19. ECG machine Single Channel (MAC -MSW 734) 1 19. Forceps 4 20. Remi revolutionary gen purpose lab Centrifuge 1 20. Scalpal 1 21. Swingout Head with graduated conical tube cat - R -81 Remi (Fixed in Centrifuge) 1 21. Instrument Tray (30x45 cm) 1 22. Sony handicam Model DCR SC 36 E, Sr no. 294249* (@ 40% / annum) 1 22. Kidney Tray 25 cm 1 23. Compact Multimedia Projector Getner make (@ 40% / annum) 1 24. Digital haemoglobinometer HBI „MAC‟ MSW -547 1 25. Stop watch Tanco 2 26. Plastic coated Projector Screen PS.501 tripod Model Suvira 1 27. Suvira Laser Pointer GP -203 Getner 1 28. PC Based Micro Scan (ELISA Reader) with accessories (@ 40% / annum) 1 29. Hoof Plane 2 30. Long Fine Teat Bistouri 4 31. Long Fine Teat Bistouri Probe pointed 4 32. Green Teat slitter 4 33. Teat lancet 5 34. Farrier‟s Hammer 2 35. Probang 2 36. Hoof tester 2 37. Trefine Teat Knife 4 38. PH Meter with ATC probe and combined electrode (CL -51B) Elico LI -614) 1 39. Rescholar Dual Purpose Half Exhibit Half White 1 (150x120cm Cm) 40. Rescholar Perforated Board (180x90 Cm) 1 41. 800 VA APC Back UPS (BE 800 IN (@ 40% / annum) 1 42. Armless Student Chair wooden 10 43. Four Seater Wooden (Shesham) Bench with Plastic cone seat and back 2 44. Chair X-103 (Methodex) 1 45. Burdizzo Castrator LA 1 46. Trocar and Canula for SA 2 47. Triple Beam Balance (Direct Reading) Model ABTi12) 1 48. Whelping Forceps 2 49. Slide Box for 100 slide 4 50. Instrument Pocket Case 1 51. Bowl SS 20 cm 2 52. Paragon Knife 2 53. Artery Forceps 3 54. Test tube Stand Aluminium 3 55. Triple Stand 6 56. Obstetrics Instrument Complete Set 2 57. Wooden bench (6‟x3‟ 1.5‟) 1 58. Liquid Nitrogen Container Model CB-20 cap 20 Lit 2 59. Dark Room Safe Light 2 60. Film Drying Rack 1 61. Film hanger 6”x8” 3 62. Film hanger 8”x10” 3 63. Film hanger 10”x12” 3 64. Film hanger 12”x15” 1 65. Film Holding Clip 4 66. Lead Apron 2 67. Processing Tank 13.5 Lt with Lid 1 68. X-Ray cassette 6”x8” 4 69. X-Ray cassette 8”x10” 4 70. X-Ray cassette 10”x12” 4 71. X-Ray cassette 12”x15” 3 72. X-Ray Film Viewer (Single Plate) 2 73. Seimens X-ray unit Fixed with Rotary anode 300 1 mA machine with accessories 74. Intensifying screen 6”x8” 4 75. Intensifying screen 8”x10” 4 76. Intensifying screen 10”x12” 4 77. Intensifying screen 12”x15” 3 78. Measuring Caliper 1 1 0 . 1 7 LFC,CVSC & AH 53 Mª sflax Mªe 225X225 yarko 400 YSI 01 54 I.M.S. Make UPS 1 KVA 01 55 Desktop Computer HCL Make Pro BL 1225, CD Writer Windo XP 01 56 Online APC UPS RS 1100 01 57 p s;j IykfLVd 16 58 o qMu ps;j 01 59 vkeZ dqku ps;j 07 11. MCAET Ambedkar Nagar 11.1 Group (A) Group (B) 1. Laboratory cooler motor with water pump 1 1 Budding Crafting knife 1 - - - 2. Drum Cap 200lit 1 2 Fruit catcher with pipe 1 3. Call Bell 1 3 Hedge shear 8ᶥᶥ 1 4. Stapler HP 45 2 4 Loaping shear rol cut type 1 5. Stapler 10No. 2 5 Loaping shear shearing type 1 6. Panching 0.45mm 2 6 2X6 ear Loaper 1 7. Godrej work chair 01 7 Angular Long Reach Pruner 1 8. Godrej printer work 01 8 Fruit Gatherer with pipe 1 9. Godrej INT Computer work 01 9 Pruning Saw 1 10. I.I.S.R sugar cane cutter planter 01 10 Weeding Fork 1 11. Allen key 01 set 11 Hand cultivator 1 12. Water pump plier 250 mm 01 12 Garden tool 1 13. Combination plier 200mm 01 13 Garden hoe 1 14. Bent nose plier 200mm 01 14 Dutch hoe 1 15. Chisel 02 15 Garden Rake (16 teeth) 1 16. Chiisel 02 16 Shovel 1 17. Claw hammer 450 gram 02 17 Digging Fork 1 18. Screwdriver 01 set 18 Khurpa 4 19. Nose plier 02 19 Spade 1 20. CVT 2kva 01 20 Leather Waist Belt 1 21. HP laser printer 01 21 Power tiller oprated Rice transplanter 1 22. Kamco power reaper 01 22 Till Plant Machine 4 23. Auto slide projector 01 23 P.T.Potato Planter 1 24. Display notice board 3 into 4 inch 01 24 Moister Box 50 25. A P kising letter 18,24,12mm 5 box 25 Hazara 1 26. Figure asp 18,24mm 02 box 26 Husk Sow Frame 12 27. Sony camera with accessories 01 27 Screw Driver 8/250 04 28. B.D speed drill 3 row 01 28 Screw Driver Set 2 set 29. Compaq computer 01 29 Screw Driver Tester 2 no. 30. HP laser printer 01 30 Mini Rice Mill 01 31. Photo copier machine Aficio & attachment -1-9 01 31 Nap Sak Sprayer 01 32. Old drum 01 32 Pocket Calculator 01 33. TRAINGULAR FILE 1 33 Spring Balance 03 34. FIRMER CHISEL 1 34 Steel Box 4”*2.5”*2.5” 05 35. DOVETAIL CHISEL 1 35 6 Disk Harrow 01 36. TRAINNEES CHAIR-SS-2 30 36 Working Bench 02 37. Digital Electronic Top loading balance 1 37 Stool 40 38. Laboratory Heater with Power 1 38 Dynamo Pulley 01 39. Calculater cyber desk 1 39 Pulley Small Size 01 40. PoketCalculater cyber 1 40 Pulley Big Size 01 41. Sc. Calculater cyber 3 41 D/E Spanner 04 42. Al. Box (Sample) 30D3h 42 Grease Gun Bucket 02 43. Top Pan Blance 500gm 1 43 Welding Transformer 01 44. Spring Blance 20kg 1 44 Valve Refacer 01 - - - 45. Stop Watch 1 45 Double Shoe Brake Model 01 46. Fawada 5 46 Model Internal Exoanding Shoe Brake 01 47. Box 177 X 66X 66 4 47 Model Band Brake 01 48. Sample Box Al. 10D3h 48 Model Disc Brake 01 49. Duplicater med EF112 1 49 Model Impeller Of Pump 01 50. Parshell Flume 3‟ 2 50 Model Turbine Pump 01 51. Parshell Flume 6‟ 2 51 Model Different Type Of Valve 01 52. Board 8‟X 4‟ 3 52 Model Cam Reciprocating Follower 01 53. Board 3‟X 2‟ 5 53 Model Different Type Of Seal 01 54. Parshell Flume 3‟ 2 54 Model Reciprocating Engine Mechanism 01 55. Board 2x2 13 55 Model Oscillating Cylinder Mechanism 01 56. Hot Air Oven 1 56 Model Single Plate Clutch 01 57. Pan Blance Plastic 1Kg 1 57 Model Multi Plate Clutch 01 58. Plastic Pan Blance 2Kg 1 58 Model Centrifugal Clutch 01 59. Plastic Pan Blance 4Kg 1 59 Lecture Stand 01 60. Parshall Flume 3‟‟ 2 60 Steel Lock 65mm 12 61. ParmeabilityAppratus 2set 61 Steel Lock 40mm 12 62. Core Sampler 1set 62 Godrej Lock 01 63. Core Cylinder 24 pair 63 Wooden Laboratory Bench 7inch*2.5inch 05 64. Tensiometer 2” (22.5 cm.) 10Pc 64 Wooden Table 4inch*2inch 02 65. Tensiometer 2” (30 cm.) 10Pc 65 Ring Spanner 6 -22 08 66. Tensiometer 2” (45 cm.) 10Pc 66 Spirit Level 02 67. Soil infiltometer with set 1 67 Plumb Bob 05 68. Top Pan Balance Mech. Cap-1000g 1 68 Aspa Cyno Gas Pump 01 69. Front Dial Top loading –Balance Cap 500gm 1 69 Cut Model Petrol Engine 01 70. Cooler for complet 20” 2 70 Model End Cam Reciprocating 01 71. Hot –Air Oven Hindustan 1 71 Seesham Table 6”*3”*2.5” 01 72. Bond 1‟ *1‟* 3‟ 30 72 Seesham Table 6”*2.5”*3” 01 73. Lock 65m 2 73 Lab Table 6”*2.5”*3” 10 74. Bycycleherculish ,complete 3 74 Slide Projector Etc 01 75. Lock 65 mm 2 75 Table Wooden 4”*2”*2.5” 02 76. Infrared moisture meter 152720with core cutter 1000mm dia 1 set 76 Table Wooden 4”*2”*2.5” 01 77. Shine Board 3‟ * 2‟-1, i* 1-30 31 77 Table Wooden 4”*2”*2.5” 01 78. Shine Board 2‟ * 2‟*8 -1 12 78 Steel Almirah Small 01 79. Shine Board 3‟ * 2‟ 1 79 Steel Almirah Small 1525*760*460mm 01 80. Angle board 3‟* 2‟ 3 80 Rack Wooden 02 81. Plate 1*1 15 81 Office Chair Wooden 02 82. Aspeejublee duster 1+1 82 Type Writer English 158998 01 83. Triple beam balance box type 1+1 83 Type Writer Hindi 179770 01 84. AspeeNospat sprayer 16lit 1+1 84 Steel Table 1370*760*760mm 01 85. Marutihonda compression stronger cap 3.5 lit 1 85 Steel Table 1370*760*760mm 01 86. U.S.A vivration Pan 2 86 Steel Table 1500*910*760mm 01 - - - 87. Board 1‟* 1‟* 3‟ 60 87 Steel Table 1500*910*760mm 01 88. SLR camara (Asia Painter ) 1 no 88 Steel Table 1830*220*760mm 01 89. Heating Maritles 200ml 1 no 89 Steel Chair 1. With Arm 1. Without Arm 02 90. Lab heating Plate 1 no 90 Wooden Chair With Arm 02 91. Single pan balance 2 kg 2 91 Wooden Chair With Arm 04 92. Spring balance- 20 kg 1 92 Wooden Chair With Arm 03 93. Spring balance -50 kg 1 93 Wooden Chair Teak 02 94. Screw auger 2 94 Steel Chair With Arm 01 95. Digital conductivity metre 1 95 Wooden Chair 03 96. Digital PH meter 1 96 Wooden Chair With Arm 02 97. Water still (barrasted) 1 97 Steel Almirah Big 01 98. Point gauge 7.5 CM 2 98 Steel Almirah Big 01 99. Soil hydrometer 6 99 Steel Almirah Small 01 100. Planimetre 1 100 Steel Almirah Big 01 101. Digital spectro photo meter 1 101 Steel Almirah Big 01 102. Electric sounder 100 deep 1 102 Filing Cabinet 01 103. Stopwatch 2 103 Hind Cycle 01 104. Water current metre small 2 104 Packet Calckulater(Dcm) 01 105. Water current metre medium 1 105 Rack Wooden 01 106. Pressure bomb apparatus 1 106 Wooden Glass Chair 30 107. Self propelled and row rice transplanter 1 108. Wheel hoe 2 109. B.D.Harrowpatela 2 110. B.D. multicrop planter 2 111. B.D. lugged wheel planter 2 112. Compaq desk computer 1 113. H.P. laser jet printer 1 114. Mitshubishishakt power tiller and attachment 1 115. Computer table CT - 1 2 116. Computer chair 1 117. APC -1 KVA 1 118. stop watch 2 119. Sc. calculator 1 120. Calculator official 1 121. Measuring tape 2 122. Motor 1 h.p. P.I. Phase everest 1 123. Vpulley 10” FittedBurrMipp 1 124. Vpulley 4” Fitted motor 1 125. Hot air oven hindustan 1 126. Lock harrson 1 127. Sc. calculator 1 128. Room heater 1 - - - - - - 129. Digital temperature indicator 1 130. Electronic top pan balance 1 131. Slide film projector 1 132. Stop watch 1 133. Starter I Phase 2 134. Main switch 2 135. Oil cane 1 136. Emergency Light 2 137. Display Board-4‟*5‟ 4 138. Lock Nav Tal 2 139. Torpoulin 1 140. Desk Calculator 1 141. Typewriter English 1 142. Plier-8” 1 143. DPR Daff Mill with Motor 1 144. Lock 1 145. Lock (Godrej) 1 146. Combination Plier 1 147. Pipe Wrench-12” 1 148. Screw Driver-934 1 149. Screw Driver-824 1 150. Hack Saw Frame 1 151. Wooden Rasp File 1 152. Drill Machine 1 153. Drill bit Set 1set 154. Scale 2 155. Tap 3M 2 156. Adjustable Wrench 1 157. File square 1 158. File half round 1 159. Hand saw -450mm 1 160. Hand saw -350mm 1 161. Gim pet 1 162. Container 1 163. Imerson rod 1 164. Bhagona 3 165. Kalchul 2 166. Palta 1 167. Parat 1 168. Calculator 10 digit 1 169. Spark regulator for above fillar cabinet sndicator Card and plug 1 170. Nozzeltoslav cap1 lit 1 171. Tripal 7/4 1 172. Tripal7*4 1 173. Portable moning AC voltmeter 20 174. ATCO balance with platform 1 175. Kirbskar motor 7.5 k 10 H.P 1 176. L&T make starter delta rang 6-10 AMP 1 177. Orpet calculator 1 178. Tripal 6*5 squ yard 1 179. Cello tax board a* 2.5 2 180. Sanye LCD Multiprojector model -PLC 2 181. Exhubit Panel with acrylic 120 60 RD-117- 11 1 182. Plastic Body Front Top Balance cap-1Kg 5 183. Plastic Body Front Top Balance cap-1Kg 5 184. Dari Parsi12‟*12‟ 12*15‟ 2 185. Voltage stabilizer 3 kw ----- 186. Kangaroo Heavy duty Stapler ----- 187. Electric Hot Air Oven 01 188. National Power triller attachment 01 189. Tamilnadu conveyor reaper 01 190. Cage wheel 02 191. Scientific calculator DCM 01 192. Hand shearing machine 01 193. Grass cutter 01 194. Mitsubishi power triller attachment 01 195. Thressur with fan 5 HP 01 196. Disc Harrow 8 disc 01 197. Triple beam balance 300 gm 01 198. Triple beam balance 111 gm 01 199. Physical weigh box made from Beam 01 200. Kisan paddy thresher 01 201. Box size 3 * 1.5 *1 inch 01 202. Lock 01 203. Stopwatch 01 204. Hazara 01 205. Hydraulic dynamometer 01 206. Ground Net potato digger 01 207. Temperature indicator 01 208. Temperature probe 02 209. General probe 01 210. KAMCO Power tiller with attachment 01 211. Power tiller auger 01 212. Tall tree duster 01 213. Potato planter 3 row 01 214. Power triller tech book 01 215. Hi tech frame 01 216. Lugged Wheel 02 217. Tail wheel 01 218. Mitsubishi Shakti Power triller 01 219. Calcuater cyber 02 220. Socket set gedor 1 Set 221. Long nose plier 02 222. Side cutting plier 01 223. Socket 10,20,22,24 mm 4 Pc. 224. Night duty drill welf 13mm 01 - - - - - - 225. Angle grinder attachment 01 226. Energy metre 01 227. Vane Shear Apparatus 01 228. Stand MB 343 01 229. I.I.S.R Sett Cutting Machine 01 230. BD sugarcane planter 01 231. G -1 Bin 5Qt &1Qt 2 232. Desk Calculator 1 233. Load Ceff (0 -500kgl) 1 234. Load Ceff (0 -2500kgl) 1 235. Load Ceff indicator 1 236. Knap Sake Sprayer -16 lit 1 237. Gas Analyser Apparatus 1 238. P.T. Repeater 1.6 M 1 239. S - S -column Porapack 1 240. S - S - column Modicular 1 241. Gas sampling syringe 1 242. 8 Row paddy Transplanter 1 243. Oxygen Analyser 1 244. P.T. Axial flow pump 1 245. 6 Row Rice Transplanter 1 246. Stop Watch 1 247. Electronic Top Pan Balance 1 248. Rechargable Battery 1 249. Air Shield Case 1 250. Yorco Hot Air Oven 1 251. Nozzel Tester 1 252. Mechanical Jack 5Ton 1 253. Reamer Set-15 Pc. 1set 254. Steel Scale 30cm 2 255. SARACHI Power Trillerchinease with attachment 1 256. Flexible shaft 5/8 11 x 3 M 1 257. P.T Potato Planter 1 258. Digital Pulse Monitor 1 259. Motor Cycle bajaj Kawasaki 1 260. D.E. Spanner Set 1 set 261. Ring Spanner Set 1 set 262. Pipe Wrench 1 263. Socket S etc

BRR : 4729000 Execution Of Different Works Related To Khagrabari Z1 Pwss Under Jal Jeevan Mission - TUBEWELLDrilling by Reverse Rotary method of drilling using 9 7/8” dia.bit for pilot bore follwed by subsequently reaming using 12 1/4” dia. ,15 dia. and 17.5 dia. Rock Roller Bits/ Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling. 2 Rate for Drilling by 17.5 dia. Bita) From 6 Mtr. to 60 Mtr. 3 60 Mtr. to 90 Mtr. 4 90 Mtr. to 120 Mtr. 5 120 Mtr. to 144 Mtr. 6 Electro-logging charge. 7 Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967. 8 Site Preparation, Temporary Latrine, Placement & levelling of Rig Machine, Mast hoisting and Casing drilling (Upto 6 mtr.) Placement of Casing with all allied works necessary to commence drilling woks and wind up of all machineries after completion of Drilling. 9 Transportation cost of drilling equipment and accessories rig machine etc. including cost of fuel,Lubricant & loading unloading the materials from store/stack yard /suppliers godown and unloading /stacking the same at site. (Upto 60.0 km distance) 10 Lowering the tube well assembly (UPVC Casing pipe ,well pipe, strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing and machine operation cost etc 11 Cost of Consumables for drilling rigs and machineries. 12 Supply and delivery of UPVC pipe (CD) conforming to IS 12818:2010. (CIPET Certified)a) 250 mm dia. 13 b) 200 mm dia. 14 Supply and delivery of UPVC Deep Well Screen (RDS) Pipes with Ribs conforming to IS 12818:2010 .(CIPET Certified)a) 200 mm dia. 15 Supply and delivery of UPVC Reducera) 250mm x 200 mm dia. 16 Supply and delivery of UPVC Capa)200 mm dia. 17 b)250 mm dia. 18 Supply and delivery of M.S. Housing clamp 250 mm dia. 19 Supply and delivery of M.S .Centre guide (Special Type). 20 Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc. 21 Water sample collection and chemical test including Arsenic Test. 22 Protective sealing the annular space between tube well pipes & the bore by bentonite clay balls/cement slurry above the shrouded gravels (3 m. Height). 23 Packing the annular space between the outsides of the housing pipe & the Bore with puddle clay balls of approved size as per direction of E.I.C. Including cost of all materials, labour complete. 24 Supply and delivery of Bentonite Powder conforming to IS 6186 :1986. 25 Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete 26 Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge.b) Detailed Investigation 27 Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge.a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) (i) Depth 0m to 10m 28 iii) Collection of Samples from the bore hole made as per B-a(a)Undisturbed 29 (b) Disturbed 30 vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.(i)0.0m - 10.0m 31 A. Laboratory Investigation: i) Liquid Limit as per IS 2720 (Part – V). 32 ii) Plastic Limit as per IS 2720 (Part – V) 33 iii) Grain size analysis by Sieving as per IS 2720(Part – IV) 34 iv) Grain size analysis by Hydrometer Method asper IS 2720 (Part – IV). 35 v) Determination of Water Content as per IS2720 (Part – II) 36 vi) Determination of Specific Gravity as per IS2720 (Part – III). 37 vii) Direct Shear Test as per IS 2720 (Part – XIII). 38 viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X).a) Undisturbed 39 xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV). 40 b) Determination of Shear strength Parameters of a specimen tested in Consolidated Undrained Tri-axial compression Test with measurement of pore water pressure as per IS 2720 (Part – XII). 41 C) Determination of Shear strength Parameters of a soil from Consolidated Drained Test as per IS 2720 (Part – X) 42 Tri-Axial Shear Test.A) Determination of Shear Strength Parameters of a specimen tested in unconsolidated undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part-XI). 43 Preparation and submission of report in 6 (Six) copies, giving all relevant information data like site plan, Bore log and water table, test results, calculations, discussions, suggestions and recommendations in respect of suitable foundation etc. including determination of silt factor calculation of waterways and complete design of foundation including analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge.b) Detailed Investigation 44 Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation. 45 RISING CUM DELIVERY MAINSupply of CIDF & Specials as per IS 1338-1992 46 Supply and delivery of CIDF Sluice valve as per I.S 14484-2000 (Upadhaya/L&T/Kirlosker/venus/Hazra)I.S.I make P.N -1.6.i) 150 mm dia. 47 ii) 200 mm dia. 48 iii) 250 mm dia. 49 Supply of C.I. Jeffy coupling (flexible) joint complete with studtsnuts bolts, rubbon sealing reing as per I.S.Specification.i) 150 mm dia. 50 ii) 200 mm dia. 51 iii) 250 mm dia. 52 Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire itemii) No payment will be made without hydraulic test of the pipe line either part or fulliii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.b) 80 mm dia. 53 150 mm dia 54 200 mm dia 55 250 mm dia 56 Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source).80 mm dia 57 150 mm dia 58 200 mm dia 59 250 mm dia 60 Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).80 mm dia 61 150 mm dia 62 200 mm dia 63 250 mm dia 64 Labour for horizontal boring under pucca road etc…………....for laying of pipe.i) up to 150 mm dia. (CI/DI/AC/GI)/180 mm O.D UPVC & HDPE 65 Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)b) 150 mm dia. 66 c) 200 mm dia. 67 e) 250 mm dia. 68 Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate).b) 100 mm dia. 69 a) 80 mm dia. 70 c) 150 mm dia. 71 d) 200 mm dia. 72 d) 250 mm dia. 73 Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]i) 80 mm to 150 mm dia pipe 74 i) 200 mm dia pipe 75 i) 250 mm dia pipe 76 Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.b) 150mm.dia.to 200mm.dia pipe 77 Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC.upto 20 KM (above 50 km extra cost 57 Rs/km) 78 HW Site P/HouseEarth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding lateriatc or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete.a) Depth of excavation not exceeding 1.500 mm. 79 Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)a) With earth obtained from excavation of foundation 80 Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete Including the Cost of supply of sand.(payment to be made on measurement of finished quantity). 81 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and 1illing joints with local sand. 82 Cement concrete with 30 mm down graded shingles excluding shuttering (N.B. Variety). In ground floora) 6:3:1 proportion 83 ordinary Cement concrete mix 1:1.5:3) with graded stone chips (20 mm nominal size)exciuding shuttering and reinforcement if any, in ground floor as per relevant IS codes.River Bazree 84 a) 25 mm to 30 mm shuttering without staging, in foundation 85 b) 25 mm to 30 mm thick wooden shuttering as per decision & direction of E.I.C. In foundation. 86 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) other that Tor steel/Mild SteelSAIL/ TATA/ RINL 87 Brick work with Ist class bricks in cement mortar (1:6)(a) In Foundation and plinth 88 b) In superstucture, ground floor. 89 Artificial stone in floor, itado, staircase etc. with cement concrete (1:2:4) with stone chips, Iaid in panels as directed with topping made with ordinary or white cement (as necessary)and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry betore flooring works using cement 175 kg/sq.m all complete including all materials and labour.In ground floor.(i)35 mm. Thick 90 Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete,iron Butt Himges and M.S clamps.(The quantum should be correted upto three decimals).a) Sal: Siliguri 91 Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar,end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Costof concrete will be paid separately)(i) 40mm x bmm, 200mm Length 92 Supplyof Fan hook. 93 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface.i) with 1:6 cement mortara) 20 mm thick plaster 94 b) 15 mm thick plaster 95 ii) With 1:4 cement mortarc) 10 mm thick plaster 96 Neat cement punning about 1.5 mm thick in wall, dado, window sills, floor, drains etc 97 Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturers specification.In Ground floor(i) One coat on new surface 98 ii) Two coats. 99 Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturers specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.a) In Ground floor (Two Coat)(i) Normal Acrylic Emulsion 100 a) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc 101 (b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. 102 Painting with best quality synthetic enamel paint of approved make and brand including smoothening.surtace by sand papering etc. including using of approved putty etc. on the surface, if necessary.(a) On timber or plastered surface With super gloss (hi-gloss).Two coat (with any shade except white 103 b) On Steel surfacei) One coat (with any shade except white 104 Panel shutters of door and window, asper design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. in ground floor.(i)35 mm thick shutters with 19 mm thick panel of size 30 to 45 cm.a) Sishu,Gamar,Champ,Bhola,Mogra,Hallak. 105 Glazed shutter of door ,windows, fan light clerestory window etc. As per designe (with ordinary glassof 7.4 kg/sq.m. 3 mm thick) fitted with putty bed and teak wood bead cost of hings and other fittings and fixing shutter in position but excluding the cost of hinges and other fittings .cost of glass putty wooded beads etc will be separately.35 mm thick shutter .a) Sishu,Gamar,Champ,Bhola,Mogra,Hallak. 106 SIpplyng best Indian sheet glass panes set in putty and fited and fixrd witlh ails and putty Conmplete. (In all floors for internal wall& upto 6 nm height for external wall.(i) 4 mm thick 107 MS.or W.I Ornamental grill of approved design joints continuously welded with M.S.W.Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in Rround floor.(i) Gril weighing above 10 Kt./sq mtr and up to 16 Kg./sq, mtr. 108 i) 300 mm.Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. 109 (i)150 mm x5.5 mm .Iron door handle of approved quality fitted and fixed complete: 110 (ii) 100 mm x 5 mm. 111 i) Sal Siliguri.a)with 75 mm iron Butt-hingeSupplying, fitting and fixing hinge cleat in position excluding the cost hinge and other fittings. 112 i)Sal: Siliguri.b) with 50 mm iron Butt-hinge 113 Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.i) 50 mm. X 37mm. X 1.50mm 114 (i) 75mm. X 40mm. X 1.12mm. 115 (i) 100mm. X 50mm. X 1.25mm 116 Iron socket bolt of approved quality fitted and fixed complete.a) 100mm long x 10mm dia bolt. 117 b) 150mm long x 10mm dia bolt. 118 Chalmp for fan light fitted & fixed complete 119 Precast pierced concrete jally work as per design and manufacturers specification including moulding etc. with stone chips and necessary reinforcement shuttèring complete including fitting, fixing in position in all floors.(a) 37.5 mm thick panels 120 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) -Multilayer(a) 500 litre capacity. 121 Labour for hoisting plastic water storage tank 122 Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reduing socket, reducing tee short piece etc. fitted with holder bats clamps, including cutting pipes, making threads fitting, fixing etc. complete in all respect including cost of all nece[sarý fittings required,jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line includingall pecials.No separate payment will be made for accesories,specials.( Payment for painting will be made seperately)(i) 25 mm dia. medium quality 123 (ii)15 mm dia. medium quality 124 Labour for punching hole in plastic water storage tank upto 50 mm dia. 125 Supplying, titting and fixing gunmetal wheel valve of approved brand and make tested to 21kg per sq. cm. (for water lines only).i)25 mm dia. 126 ii) 20 mm dia. 127 Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm.i) 15 mm dia 128 Supply of UPVC pipes & fittings etc. conforming to IS-13592-1992i) Door Tee 110 mm 129 ii) Vent Cowl 110 mm 130 (ii) Door Bend (T.S.) 110 mm 131 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992a) Single Socket 3 meter length.(i)110 mm . 132 Orissa pattern water closet in white glazed vitreous chinaware of approved make in position .(i) 530 mm x 410 mm. 133 Supplying ,fitting ,fixing cast iron P OR S trap conforming to IS: 3989/1970/ and 1729/1964 incl. Lead caulked joints and painting two coats to exposed surface .(painting to be separately).a) S trap i)100 mm dia . 134 Supplying ,fitting ,fixing, 10 liter P.V.C. Low-down cistern conforming to I.S specification with P.V.C. Fittings complete.C.I. Brackets incl. Two coats of painting to bracket etc.i)White 135 Construction of inspection chamber measure 600mm X 600mm X upto 600mm(depth) with250 mm thick 1st class brick wWk In cement mortr (1:4) on all sides, bottom of the pit conuntng of 100 mm thick cement concrete(1:3:6) with stone chips over a layer of jhama brick flat soling15 mm thick (1:4) cenent plster to inSide walls.a)with bazree (N.B VARITY) 136 Constrution of septic tank of differont apacities as per approved drawng wilh 1st class bCk work m cement mortar (l:4) includng two 560 mm dia. R.C.C. manhole cover(heavy type)ot approved make supplod, Iitted and fNed in the 100m thick R.C.C(I:1.5:3) top slab with necessary fittingS, 20mm thick cement plaster (4 :1)with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 :1) to outside wall upto 200 mm below6. floor tunished with 25 mm thick grey artificatA) For 10 usersi) With Baztee[N.B Varitv] 137 Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate ceiment brick work (1:4)band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick.With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00 m inside dia. 138 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor 139 Supplying. fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic mouided skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technologyDepartment of Science and Technology (DST) to safisty IS: 4020 door testing performanc(i) 66 mm x 90 mm 140 Supplying fitting fixing best quality Digital printed ceramic tiles in colour decorative in wall 1& ftloor to match with.Complete. 141 HW Site BOUNDARY WALLEarth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding lateriatc or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete.a) Depth of excavation not exceeding 1.500 mm. 142 Earth work in filling in foundation trenches or plinth with good earth , in layers not exceeding 150mm. Including watering and ramming etc. Layer by layer complete (Payment to be made on the basis of measurement of finished quantity of work )A)With earth obtained from excavation of foundation. 143 Cement concrete (1:3:6) with 30 mm down graded excluding shuttering.a) 6:3:1 Proportion. 144 Ordinary cement concrete M-20(mix 3:1:5;1)with graded stone chips(20 mm down) excluding shuttering and reinforcement .if any ,in ground floor, as per I.S. 456-2000.i)River Bozree. 145 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m(i) other that Tor steel/Mild SteelSAIL/ TATA/ RINL 146 Hire and labour charges for shuttering with centreing and necessary staging up to 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab . beams ,columns, lintels curved or straight including fitting fixing and striking out of Completion of works (up to roof of ground floor).a) 25 mm to 30 mm thick shuttering with out staging and foundation etc, 147 b) )25 mm to 30 mm thick wooden shutter as per decision & direction of Engineer-in-charge. 148 Plaster (to wall,floor ,ceiling etc,) with sand and cement mortar including rounding off chamfering corners as directed and raking out joints or roughening of concrete surface including throating ,nosing and drip course where necessary (ground floor).. With cement mortar( 6:1.).15 mm thick plaster. 149 With cement mortar( 6:1.).20 mm thick plaster. 150 With cement mortar(4:1) 10 mm thick. 151 Neat Cement punning about 1.5mm thick in wall ,dado , window, sills floor drain etc, 152 Priming one coat on timber plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surface by sand preparingetcOn timber . 153 Painting with best quality synthetic enamel paints of approved / make and brand including smoothening surface by sand preparing etc, including using of approved. Putty etc, on the surface of necy.i)On timber or plastered surface. With super gloss (hi-gloss).a)One coats (with any shade except white ) 154 Protective decorative Acrylic exterior emulsion paint of approved quality as per manufacturer’s specification and as per direction of EIC to be applied over acrylic primer as required . The rate includes cost of materials , labour , scaffolding and all incidental charges but excludingthe Cost of primer.a) Normal Acrylic emulsion. (i) Two coat 155 Earth work in filling compound ,Tank , low sand ditches etc, good earth, in layer not exceeding 250mm including breaking clods & consolidating the same by ramming and dressing complete etc. layer by layercompletei) With carried earth arrangement by the contractor within a radius of 3km including the cost of carriage but not exceeding 5km 156 M.S. & WI Ornamental grill of approved design joints continuously welded with MS.WI. flats and bars of windows railing etc. fitted and fixed with necessary screws andlugs in ground floor.(i) Grill weighing above 10kg/sq.m. and up to16kg/sqm. 157 125 mm thick brick work with 1st class bricks in cement mortar (1:4) with1st class brick in all floor. 158 FHTCProviding FHTC from the existing CI/DI/Upvc/HDPE/GI/AC distribution pipeline by installing 10 mm dia NB Gun metal Ferrule conforming to IS 2692:1989 with latest amendments on thesaid pipeline and all othersaccessories like saddle piece of require size to fit the existing distribution pipeline ,specials, nut & bolts rubber sheet , washer etc.and laying15 mm NB PVC (schedule 80)/ 20 mm OD HDPE (PE 100 , PN16 )/ 20 mm OD PPR-C (Class -SDR 7.4/PN16) pipes uptorequired length with all necessary specials1.0 metre below the ground connecting ferrule including cutting trenches in all sorts of soil and filling up trenches as per directionsof the Engineer-in-charge and upto a point just inside the premises of the house hold or as directed by EIC. Supply and installation of a l5mm dia. alloy ironBib Cock (tested to 2t Kg/cm2) above 1.0 Mtr. frorn ground, an alloy stop cock of 15 mm diawith brass spindle (tested ta 21 Kg/cm2) to be fitted in a position as directed by E.I.C. G.l pipe of TATA make (mediurn duty) of 2 metre length with all necessary specials to continue from the end of the PVC/HDPE/PPR-C pipe and upto 1.0 m above ground within the premises of household.Note:1. PVC pipe shall of schedule 80(medium duty) conforming to ASTMD -1785and threaded to match with Gl Pipes as per IS : 1239 (Part - I).2. PPR-C (Poly propylene Randam copolymer) pipe shall be 3-layer confirming to IS :15801 UV stabilised & anti-microbiol fusion welded, having thermal stabitity for hot & cold water supply including all PP-R plain & brass threaded porypropylene random /fittings . 3. Rate is exclusive of supply and deliveryof10 mm NB gun-metal Ferrule.supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE 100,PN16)/20 mm OD PPR-C (Class -SDR7.4/PN19) pipes.b) Above 10 m upto 20 m length 159 250 OHREarth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding lateriatc or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. 160 a) Depth of excavation not exceeding 1.500 mm. 161 b) Depth of excavation for additional depth beyond 1500 mm and upto 3000 mm but not requiring shoring. 162 Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150mm including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)a) With earth obtained from excavation of foundation. 163 a) With earth obtained from excavation of foundation. 164 Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. 165 Cement concrete with 30 mm down graded shinglesexcluding shuttering (N.B. Variety). In ground floor 166 a) 4:3:1 proportion. 167 Controlled cement concrete grade M-30 mix with well graded stone chips (20 mm grade) excluding shuttering and reinforcement, with complete design of concrete as per I.S, codesand relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge. Consumption of cement will not be less than 6 bags/300 kg. of cement per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test & job-mix formula. 168 a) From 16TO 20 MTR 169 a) From 20 AND ABOVE 170 Controlled cement concrete grade M-25 mix with well graded stone chips (20 mm grade) excluding shuttering and reinforcement, with complete design of concrete as per I.S, codesand relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge. Consumption of cement will not be less than 6 bags/300 kg. of cement per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test & job-mix formula. N.B. Variety (stone metal) 171 a) From 0TO 4 MTR 172 a) From 4TO 8 MTR 173 a) From 8TO 12 MTR 174 a) From 12TO 16 MTR 175 a) From 16TO 20 MTR 176 a) From 20 AND ABOVE 177 Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 178 a) 25 mm to 30 mm thick wooden shuttering as per decision & ddirection of the E.I.C. in foundation.(Up to G.L) 179 Hire and labour charges for shuttering for concrete work in overhead R.C. Reservoir on separate R.C. Frame including fitting, fixing and striking off after completion of work Including staging upto 4 metre using ply board or steel shuttering. 180 (a) From bottom of heal beam to top of O.H.R. 181 Extra for staging beyond 4 m with necessary cross bracing and fixtures and removing the same after completion of the work all complete as per direction of the E.I.C. [Mode of measurement : Area of unsupported horizontal projection (where staging beyond 4 m is practically un-avoidable) X mean height of staging above initial 4 m.] 182 Reinforcement in reinforced conc. work in all sorts of structures includg. dist.bars, stirrups, binders etc., initial straightening and removal of loose rust (if necy.) cutting to requisite length, hooking and bending to correct shapde, placing in proper position and binding with 16 gauge balck annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundn. basement and upto roof of ground floor/upto 4m.(i) Tor steel/Mild steel. SAIL/TATA/RINLFor works in foundation, basement and upto roof of ground floor/upto 4 m. 183 Extra for works beyond the roof of ground floor/initial 4 m. to 8 mtr.(Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor 184 8 m to 12 m(Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor 185 12 m to 16m(Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor 186 16 m to 20 m(Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor 187 beyond 20 m(Add extra over the rate of ground floor/initial 4 m for each basement floor and each additional floor below/ above ground floor 188 Extra for using water proofing and plastisizing admixer 0.2% by weight of cement (or at manufacturer specified rate) for concrete of various grades. 189 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor). (A) With 4:1 cement mortar (a) 15 mm thick plaster (Internal) 190 i) From heal beam to top of O.H.R 191 ii) From bottom of heal beam to top of O.H.R. 192 (B) With 3:1 cement mortar (a) 10 mm thick plaster (External)i) From G.L to bottom of heal beam. 193 Neat cement punning about 1.5 mm thick in wall, dado, window sills, floor, drains etc. 194 Artificial stone in floor, dado, saircase etc with cement concrete 1:2:4 with stone chips laid in panels as dircted with toping made with ordinary or white cement and marbel dust in proportion 1:2 including smooth finishing and rounding of corners including raking out joints or roughning of concrete surface and application of cement slurry before flooring work using cement @1.75 kg per Sq.M all complete including all materials and labour.3 mm thick toping25 MM THICK 195 Protective and decorative acrylic exterior emulsion paint of approved quality as per manufacturers specification and as per direction of E.I.C. to be applied over acrylic primer as required. The rate includes cost of material, labour scaffolding and all incidental charges but excluding the cost of primer. Normal Acrylic Emulsion. (a) Two coats 196 a) From 0TO 4 MTR 197 a) From 4TO 8 MTR 198 a) From 8TO 12 MTR 199 a) From 12TO 16 MTR 200 a) From 16TO 20 MTR 201 a) From 20 AND ABOVE 202 Applying exterior grade Acrylic primer of approved quality & brand on plaster or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturers specificationand as per direction of E.I.C. 203 a) From 0TO 4 MTR 204 a) From 4TO 8 MTR 205 a) From 8TO 12 MTR 206 a) From 12TO 16 MTR 207 a) From 16TO 20 MTR 208 a) From 20 AND ABOVE 209 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS : 226, IS : 808 & SP (6)-1964 connected to one another with bracket gussets as per desing, direction of E.I.C. complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS : 816-1956 & IS : 9595 using electrodes of approved make and brand conforming to IS : 814-1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc. (a) For structural members of specified sections weighing not less than 22.5 kg/m. 210 Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication,erection,welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and 2 nos 25 mm dia. G.I pipe (NON TATA medium) placed equally in between railing top & floor, vertical post of railling are 40 mm dia. G.I pipe (NON TATA medium) placed at 900 mm c/c . The each end of the vertical post is join by the 62 mm (25 mm X 6 mm X 0.062 m long) MS flat and 150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C. Analysis of rate enclosed in seperate sheets. ( Analysis Rate ) 211 Providing water thirable non-toxic expoxy coating (techoxy or equivalent brand of approved quality)2(two)finished coats over 2(two)of primer of same brand to the ceiling of roof dome including supply of requisite coating materials, cleaning of the substrate properly to make it free from dirt, paint, oil and grease, sludge, blister, loose plaster, fungus, moss and all other undesirable particles using wire brush, sand papers etc. including mending good all damages all complete as per direction of EIC & his satisfaction. 212 Wood work in door and window frame fitted and fixed complete including a protective coat of painting at the contact surface of the frame. SAL : Siliguri. 213 Supplying fitting and fixing door made with IRC febric mesh of 75mm x50mmx4.5mmx2.7mm on 50mm x 50mm x 6mm angle iron frames all round and one 37.5mm x 6mm M.S. flat bar over the netting all round welded to angle iron frame and providing locking arrangements if necessary and with two coats of synthetic enamel paint(Other than Hi-gloss) fitted and fixed with clamps or haskal doomney etc. complete at the lantern of R.C.C. over head reservoir. 214 Supplying hoisting, fitting fixing approved type water level indicator with copper float, guide pulley, wire boards etc. as per standard specification and direction and satisfaction of EIC 215 Supplying fitting and fixing in position C.I. (manhole / pit cover with matching frame). 450 mm X 100 mm X 50 kg (approx.) 216 Priming one coat on timber, plastered or on steel orother metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surface by sand papering etc. 217 Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface of necessary.(a) On timber or plastered surface : With super gloss (hi-gloss)(i) Two coats (with any shade except white) 218 (b) On steel or other metal surface : With super gloss (hi-gloss)i) Two coats (with any shade except white) 219 Supply at site/local store C.I.D.F. and C.I.S.S. Pipes & specials as per relvant I.S. specification with latest amendments including cost of loading, carrying, unloading, stacking properly and sales tax & all other charges etc. complete as per direction of E.I.C. (Mode of measurement will be on book weight). 220 Supply at site/local store Sluice Valve as per relvant I.S. specification with latest amendments including cost of loading, carrying, unloading, stacking properly and sales tax & all other charges etc. complete as per direction of E.I.C. (a) 150 mm dia.(Ref W/O 1441/CD Dated-27/03/12) 221 (b) 250 mm dia.(Gear Operated) 222 Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate).(a) 150 mm dia. 223 c) 250 mm dia. 224 Erecting, hoisting and fitting, fixing, laying and building in position C.I. flanged or socketted pipes with necessary specials like valves, bell-mouth with paddle collers etc. for delivery, overflow, inlet and washout pipe line etc. as shown in drawing as per direction including supplying fitting, fixing proper with M.S. clamps supports stages for all top as of pipes with painting of specials, pipes complete with two coats of black Japan over a coat of red oxide primer.(a) 150 mm dia. 225 c) 250 mm dia. 226 Earth work in excavation of trenches of adequate width having minimum depth to keep the top surface of pipe 1.0 m below of existing ground level in any kind of soil mixed with boulder, road sub-grade and its flanks, dewatering the trenches, preparing the bottom surface of continuous bedding of pipe line, fitting fixing valves, specials etc. in position, cutting of pipes as required etc. in position carriage of materials from local store to work site, filling up the trenches with excavated materials consolidating the same in layers, removing the surplus materials and plants as per specification and instruction of the E.I.C. (Pipes, valves, rubber joints will be supplied departmentally).For C.I.S.S. / C.I.D.F. / D.I. pipe suitable for the making rubber joint of different sizes. (a) 150 mm dia. 227 c) 250 mm dia. 228 Construction of masonry sluice valve chamber as per departmental drawing with brick work in cement mortar (6:1) including necessary earth work in excavation and back filling, cement concrete (8:4:1) with jhama khoa over single brick flat soling in foundation, 100 mm thick R.C.C. slab (4:2:1) with 1.20% reinforcment and necessary shuttering, plastering all inner and outer surface with sand and cement mortar 15 mm X 150 mm C.I. surface box embedded into the R.C.C. slab, overhauling the valves (if necessary) all complete includng cost of all materials and labour (Only valves with tail pieces will be supplied from local Departmental store). (a) For 250 mm dia. Sluice valve. 229 (b) For 150 mm dia. Sluice valve. 230 Making arrangement for water tightness test of R.C.C. overhead reservoir conforming to the provisions laid down in IS : 3370 (Part-I) 1965, by filling with water upto Top Water Level (TWL) as shown in the drawing and as per direction of E.I.C. including the arrangement of water, its carriage & lifting by necessary pipes, fittings and pumping machinery etc. all required for the purpose. 231 Disinfection & washing the tank and pipe connections including cleaning the inside of the tank etc. complete. 232 Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source).(a) 150 mm dia. 233 c) 250 mm dia. 234 Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).(i) 150 mm dia. @ 0.146kg bleaching powder /m length of pipe. 235 (ii) 250 mm dia. @ 0.405 kg. bleaching powder / m length of pipe. 236 Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C. N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line.ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or (India) SGS/NTH Kolkata or as per direction of EIC as per approved vender list.iii)No part payment at any stage on account of supply of materials shall be entertained. iv)Payment will be made on actual consumption of materials.v)UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list.vi)Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so.vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item.viii)All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections an amount of Rs.10,000.00 for each pipe connection will be realized/recovered from the bill.(A) Pressure Rating : Class - III (i) Laying of pipe line including cost of pipe only excluding cost of specials/fittings& valves.90mm (OD) 237 b) 110 mm (OD) 238 c) 125mm (Od) 239 d) 140 mm (OD) 240 e) 160 mm(OD) 241 Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source).B) For UPVC/HDPE Pipea)90 mm (OD) 242 b) 110 mm (OD) 243 c) 125mm (Od) 244 d) 140 mm (OD) 245 e) 160 mm(OD) 246 A) For CI/DI Pipeb)150 mm dia 247 c)200 mm dia 248 e)300 mm dia 249 Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).B) For UPVC/HDPE Pipea)90 mm (OD) 250 b) 110 mm (OD) 251 c) 125mm (Od) 252 d) 140 mm (OD) 253 e) 160 mm(OD) 254 A) For CI/DI Pipeb)150 mm dia 255 c)200 mm dia 256 e)300 mm dia 257 Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire itemii) No payment will be made without hydraulic test of the pipe line either part or fulliii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost.b) 150 mm dia. 258 c) 200 mm dia. 259 e) 300 mm dia. 260 Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)b) 150 mm dia. 261 c) 200 mm dia. 262 e) 250 mm dia. 263 Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]i) 80 mm to 150 mm dia pipe 264 i) 200 mm dia pipe 265 Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC. 266 Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC) 267 Labour for horizontal boring under pucca road etc…………....for laying of pipe.i) up to 150 mm dia. (CI/DI/AC/GI)/180 mm O.D UPVC & HDPE 268 Making village roadcrossing (Average 3 m width)by horizontal Augor boring for accmodation of laying of average 3 (Three) Nos 15 mm dia GI pipe for FHTC or as per direction of EIC. 269 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree 270 Bamboo pile walling made of 65 mm to 75 mm dia. Bamboo (in single line) driven about half length into the ground at very close spacing side by side including necessary bamboo stays ties runners etc and lining the exposed portion with sheets made form cutdrums fitted and fixed complete as per direction. 271 Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list150 mm dia 272 200 mm dia

BRR : 4729602 Execution Of Different Works Related To Jnandas Pwss Under Jal Jeevan Mission -Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 2 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 3 60 Mtr. To 90 Mtr. 4 90 Mtr. To 120 Mtr. 5 120 Mtr. To 144 Mtr. 6 Electro-Logging Charge. 7 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 8 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 9 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 10 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 11 Cost Of Consumables For Drilling Rigs And Machineries. 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 13 B ) 200 Mm Dia. 14 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 15 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 16 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 17 B ) 250 Mm Dia. 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 21 Water Sample Collection And Chemical Test Including Arsenic Test. 22 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 23 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 24 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 25 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 26 Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 27 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 28 60 Mtr. To 90 Mtr. 29 90 Mtr. To 120 Mtr. 30 120 Mtr. To 144 Mtr. 31 Electro-Logging Charge. 32 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 33 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 34 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 35 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 36 Cost Of Consumables For Drilling Rigs And Machineries. 37 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 38 B ) 200 Mm Dia. 39 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 40 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 41 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 42 B ) 250 Mm Dia. 43 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 44 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 45 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 46 Water Sample Collection And Chemical Test Including Arsenic Test. 47 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 48 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 49 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 50 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 51 Mobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole Points Etc. And Also Including Withdrawal Of Same From The Site After Completion Of Work, Complete As Per Direction Of Engineer-In-Charge.B ) Detailed Investigation 52 Labour For Making Bore-Holes Of 150Mm To 250Mm Dia. By Any Standard Method To Any Depth Below Ground Level / Bed Level In All Kinds Of Soil Like Clay, Silt, Sand, Stiff Clay, Mixed Soils Etc. Except Rocks ( For The Purpose Of Collecting Disturbed & Un Disturbed Soil Samples, Conducting Standard Penetration Test At Suitable Intervals Etc. ) Including Preparation And Submission Of Bore-Log As Per Irc : 75 And 78 And Clause 2400 Of Specifications For Road & Bridge Works ( 5Th Revision ) , Published By Irc, And Also Including Hire Charges Of Tools And Plants Complete As Per The Direction Of Engineer-In-Charge.A ) When Casing Pipe Is Used To Prevent Collapse Of Bore Hole ( Casing Pipe To Be Finally Withdrawn ) ( I ) Depth 0M To 10M 53 Iii ) Collection Of Samples From The Bore Hole Made As Per B-A ( A ) Undisturbed 54 ( B ) Disturbed 55 Vi ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is 2131. ( I ) 0.0M - 10.0M 56 A. Laboratory Investigation: I ) Liquid Limit As Per Is 2720 ( Part – V ) . 57 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 58 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) 59 Iv ) Grain Size Analysis By Hydrometer Method Asper Is 2720 ( Part – Iv ) . 60 V ) Determination Of Water Content As Per Is2720 ( Part – Ii ) 61 Vi ) Determination Of Specific Gravity As Per Is2720 ( Part – Iii ) . 62 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 63 Viii ) Determination Of Unconfined Compression Strength As Per Is 2720 ( Part – X ) .A ) Undisturbed 64 Xiv ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 65 B ) Determination Of Shear Strength Parameters Of A Specimen Tested In Consolidated Undrained Tri-Axial Compression Test With Measurement Of Pore Water Pressure As Per Is 2720 ( Part – Xii ) . 66 C ) Determination Of Shear Strength Parameters Of A Soil From Consolidated Drained Test As Per Is 2720 ( Part – X ) 67 Tri-Axial Shear Test.A ) Determination Of Shear Strength Parameters Of A Specimen Tested In Unconsolidated Undrained Tri-Axial Compression Without Measurement Of Pore Water Pressure As Per Is 2720 ( Part-Xi ) . 68 Preparation And Submission Of Report In 6 ( Six ) Copies, Giving All Relevant Information Data Like Site Plan, Bore Log And Water Table, Test Results, Calculations, Discussions, Suggestions And Recommendations In Respect Of Suitable Foundation Etc. Including Determination Of Silt Factor Calculation Of Waterways And Complete Design Of Foundation Including Analysis Of Bearing Capacities And Settlements In Bound And Presentable Form Complete As Per Direction Of Engineer-In-Charge.B ) Detailed Investigation 69 Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Of Engineer-In-Charge. Detailed Investigation. 70 Rising Cum Delivery Mainsupply Of Cidf & Specials As Per Is 1338-1992 71 Supply And Delivery Of Cidf Sluice Valve As Per I.S 14484-2000 ( Upadhaya / L&T / Kirlosker / Venus / Hazra ) I.S.I Make P.N -1.6.I ) 150 Mm Dia. 72 Ii ) 200 Mm Dia. 73 Iii ) 250 Mm Dia. 74 Supply Of C.I. Jeffy Coupling ( Flexible ) Joint Complete With Studtsnuts Bolts, Rubbon Sealing Reing As Per I.S.Specification.I ) 150 Mm Dia. 75 Ii ) 200 Mm Dia. 76 Iii ) 250 Mm Dia. 77 Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 80 Mm Dia. 78 150 Mm Dia 79 200 Mm Dia 80 250 Mm Dia 81 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .80 Mm Dia 82 150 Mm Dia 83 200 Mm Dia 84 250 Mm Dia 85 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .80 Mm Dia 86 150 Mm Dia 87 200 Mm Dia 88 250 Mm Dia 89 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 90 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150 Mm Dia. 91 C ) 200 Mm Dia. 92 E ) 250 Mm Dia. 93 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) .B ) 100 Mm Dia. 94 A ) 80 Mm Dia. 95 C ) 150 Mm Dia. 96 D ) 200 Mm Dia. 97 D ) 250 Mm Dia. 98 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 99 I ) 200 Mm Dia Pipe 100 I ) 250 Mm Dia Pipe 101 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic.B ) 150Mm.Dia.To 200Mm.Dia Pipe 102 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic.Upto 20 Km ( Above 50 Km Extra Cost 57 Rs / Km ) 103 Hw Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 104 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150Mm Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation 105 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) . 106 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And 1Illing Joints With Local Sand. 107 Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion 108 Ordinary Cement Concrete Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Exciuding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes.River Bazree 109 A ) 25 Mm To 30 Mm Shuttering Without Staging, In Foundation 110 B ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of E.I.C. In Foundation. 111 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 112 Brick Work With Ist Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 113 B ) In Superstucture, Ground Floor. 114 Artificial Stone In Floor, Itado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Iaid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Betore Flooring Works Using Cement 175 Kg / Sq.M All Complete Including All Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 115 Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Himges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal: Siliguri 116 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Costof Concrete Will Be Paid Separately ) ( I ) 40Mm X Bmm, 200Mm Length 117 Supplyof Fan Hook. 118 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface.I ) With 1:6 Cement Mortara ) 20 Mm Thick Plaster 119 B ) 15 Mm Thick Plaster 120 Ii ) With 1:4 Cement Mortarc ) 10 Mm Thick Plaster 121 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc 122 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufacturerS Specification.In Ground Floor ( I ) One Coat On New Surface 123 Ii ) Two Coats. 124 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 125 A ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc 126 ( B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 127 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening.Surtace By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary. ( A ) On Timber Or Plastered Surface With Super Gloss ( Hi-Gloss ) .Two Coat ( With Any Shade Except White 128 B ) On Steel Surfacei ) One Coat ( With Any Shade Except White 129 Panel Shutters Of Door And Window, Asper Design ( Each Panel Consisting Of Single Plank Without Joint ) , Including Fitting And Fixing The Same In Position But Excluding The Cost Of Hinge And Other Fittings. In Ground Floor. ( I ) 35 Mm Thick Shutters With 19 Mm Thick Panel Of Size 30 To 45 Cm.A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 130 Glazed Shutter Of Door , Windows, Fan Light Clerestory Window Etc. As Per Designe ( With Ordinary Glassof 7.4 Kg / Sq.M. 3 Mm Thick ) Fitted With Putty Bed And Teak Wood Bead Cost Of Hings And Other Fittings And Fixing Shutter In Position But Excluding The Cost Of Hinges And Other Fittings .Cost Of Glass Putty Wooded Beads Etc Will Be Separately.35 Mm Thick Shutter .A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 131 Sipplyng Best Indian Sheet Glass Panes Set In Putty And Fited And Fixrd Witlh Ails And Putty Conmplete. ( In All Floors For Internal Wall& Upto 6 Nm Height For External Wall. ( I ) 4 Mm Thick 132 Ms.Or W.I Ornamental Grill Of Approved Design Joints Continuously Welded With M.S.W.Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Rround Floor. ( I ) Gril Weighing Above 10 Kt. / Sq Mtr And Up To 16 Kg. / Sq, Mtr. 133 I ) 300 Mm.Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting. 134 ( I ) 150 Mm X5.5 Mm .Iron Door Handle Of Approved Quality Fitted And Fixed Complete: 135 ( Ii ) 100 Mm X 5 Mm. 136 I ) Sal Siliguri.A ) With 75 Mm Iron Butt-Hingesupplying, Fitting And Fixing Hinge Cleat In Position Excluding The Cost Hinge And Other Fittings. 137 I ) Sal: Siliguri.B ) With 50 Mm Iron Butt-Hinge 138 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark.I ) 50 Mm. X 37Mm. X 1.50Mm 139 ( I ) 75Mm. X 40Mm. X 1.12Mm. 140 ( I ) 100Mm. X 50Mm. X 1.25Mm 141 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete.A ) 100Mm Long X 10Mm Dia Bolt. 142 B ) 150Mm Long X 10Mm Dia Bolt. 143 Chalmp For Fan Light Fitted & Fixed Complete 144 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttèring Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 145 Supplying P.V.C. Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) -Multilayer ( A ) 500 Litre Capacity. 146 Labour For Hoisting Plastic Water Storage Tank 147 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reduing Socket, Reducing Tee Short Piece Etc. Fitted With Holder Bats Clamps, Including Cutting Pipes, Making Threads Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Nece [ Sarý Fittings Required, Jointing Materials And Two Coats Of Painting With Approved Paint In Any Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Total Pipe Line Includingall Pecials.No Separate Payment Will Be Made For Accesories, Specials. ( Payment For Painting Will Be Made Seperately ) ( I ) 25 Mm Dia. Medium Quality 148 ( Ii ) 15 Mm Dia. Medium Quality 149 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 150 Supplying, Titting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21Kg Per Sq. Cm. ( For Water Lines Only ) .I ) 25 Mm Dia. 151 Ii ) 20 Mm Dia. 152 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm.I ) 15 Mm Dia 153 Supply Of Upvc Pipes & Fittings Etc. Conforming To Is-13592-1992I ) Door Tee 110 Mm 154 Ii ) Vent Cowl 110 Mm 155 ( Ii ) Door Bend ( T.S. ) 110 Mm 156 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992A ) Single Socket 3 Meter Length. ( I ) 110 Mm . 157 Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position . ( I ) 530 Mm X 410 Mm. 158 Supplying , Fitting , Fixing Cast Iron P Or S Trap Conforming To Is: 3989 / 1970 / And 1729 / 1964 Incl. Lead Caulked Joints And Painting Two Coats To Exposed Surface . ( Painting To Be Separately ) .A ) S Trap I ) 100 Mm Dia . 159 Supplying , Fitting , Fixing, 10 Liter P.V.C. Low-Down Cistern Conforming To I.S Specification With P.V.C. Fittings Complete.C.I. Brackets Incl. Two Coats Of Painting To Bracket Etc.I ) White 160 Construction Of Inspection Chamber Measure 600Mm X 600Mm X Upto 600Mm ( Depth ) With250 Mm Thick 1St Class Brick Wwk In Cement Mortr ( 1:4 ) On All Sides, Bottom Of The Pit Conuntng Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling15 Mm Thick ( 1:4 ) Cenent Plster To Inside Walls.A ) With Bazree ( N.B Varity ) 161 Constrution Of Septic Tank Of Differont Apacities As Per Approved Drawng Wilh 1St Class Bck Work M Cement Mortar ( L:4 ) Includng Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ot Approved Make Supplod, Iitted And Fned In The 100M Thick R.C.C ( I:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 :1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 :1 ) To Outside Wall Upto 200 Mm Below6. Floor Tunished With 25 Mm Thick Grey Artificata ) For 10 Usersi ) With Baztee [ N.B Varitv ] 162 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Ceiment Brick Work ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick.With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00 M Inside Dia. 163 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 164 Supplying. Fitting And Fixing Fibre Reinforced Polymer ( Frp ) Composite Door Frame As Per Approved Section With Glass Fibre Reinforced Plastic Mouided Skins And A Special Sandwich Core, So As To Impart Monolitaheic Composite Structure As Per Approved Technologydepartment Of Science And Technology ( Dst ) To Safisty Is: 4020 Door Testing Performanc ( I ) 66 Mm X 90 Mm 165 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 166 Hw Site Boundary Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 167 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth , In Layers Not Exceeding 150Mm. Including Watering And Ramming Etc. Layer By Layer Complete ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation. 168 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 169 Ordinary Cement Concrete M-20 ( Mix 3:1:5;1 ) With Graded Stone Chips ( 20 Mm Down ) Excluding Shuttering And Reinforcement .If Any , In Ground Floor, As Per I.S. 456-2000.I ) River Bozree. 170 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 171 Hire And Labour Charges For Shuttering With Centreing And Necessary Staging Up To 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slab . Beams , Columns, Lintels Curved Or Straight Including Fitting Fixing And Striking Out Of Completion Of Works ( Up To Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Thick Shuttering With Out Staging And Foundation Etc, 172 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 173 Plaster ( To Wall, Floor , Ceiling Etc, ) With Sand And Cement Mortar Including Rounding Off Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface Including Throating , Nosing And Drip Course Where Necessary ( Ground Floor ) .. With Cement Mortar ( 6:1. ) .15 Mm Thick Plaster. 174 With Cement Mortar ( 6:1. ) .20 Mm Thick Plaster. 175 With Cement Mortar ( 4:1 ) 10 Mm Thick. 176 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 177 Priming One Coat On Timber Plastered Or On Steel Or Other Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Preparingetcon Timber . 178 Painting With Best Quality Synthetic Enamel Paints Of Approved / Make And Brand Including Smoothening Surface By Sand Preparing Etc, Including Using Of Approved. Putty Etc, On The Surface Of Necy.I ) On Timber Or Plastered Surface. With Super Gloss ( Hi-Gloss ) .A ) One Coats ( With Any Shade Except White ) 179 Protective Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Materials , Labour , Scaffolding And All Incidental Charges But Excludingthe Cost Of Primer.A ) Normal Acrylic Emulsion. ( I ) Two Coat 180 Earth Work In Filling Compound , Tank , Low Sand Ditches Etc, Good Earth, In Layer Not Exceeding 250Mm Including Breaking Clods & Consolidating The Same By Ramming And Dressing Complete Etc. Layer By Layercompletei ) With Carried Earth Arrangement By The Contractor Within A Radius Of 3Km Including The Cost Of Carriage But Not Exceeding 5Km 181 M.S. & Wi Ornamental Grill Of Approved Design Joints Continuously Welded With Ms.Wi. Flats And Bars Of Windows Railing Etc. Fitted And Fixed With Necessary Screws Andlugs In Ground Floor. ( I ) Grill Weighing Above 10Kg / Sq.M. And Up To16kg / Sqm. 182 125 Mm Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) With1st Class Brick In All Floor. 183 2Nd Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soil But Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack-Ingthespoilswithinaleadof75m.Asdirected.Theitem Includesnecessarytrimmingthesidesofthetrenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. Asrequiredcomplete. Depthofexcavationnotexceeding1.5Mtr. But Not Requiring Shoring 184 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Basis Of Measurementof Finishedquantity Ofwork ) A. With Earth Obtained From Excavation Of Foundation 185 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Throughsaturationwithwaterandramming Completeincluding The Costofsupplyofsand. ( Paymenttobemadeonthebasisof Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 186 Singlebrickflatsolingofpicked Jhamabricksincludingramming&Dressingbedtoproperlevel& Fillingjointswithpowderedearthorlocalsandincludingcostof Sand Etc Complete As Per Direction & Specification. 187 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion. 188 Ordinarycementconcrete ( Mix1:1.5:3 ) Withgradedstonechips ( 20Mmnominalsize ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 189 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approvedstoutpropsandthickhardwoodplanksofapprovedthicknesswithrequired Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation. 190 B ) 25 Mmto30 Mmthick Wooden Shuttering Asper Decision& Ddirectionofthee.I.C. In Foundation. 191 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 192 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 193 ( B ) In Superstructure, Ground Floor 194 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) Andmarbledustinproportion ( 1:2 ) Includingsmoothfinishingandroundingoffcorners Includingrakingoutjointsorrougheningofconcretesurfaceandapplicationofcement [email protected] / Sq.Mallcompleteincludingall Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 195 Woodworkindoorandwindowframefittedandfixedinpositioncompleteincludinga Protective Coatofpainting Atthe Contactsurface Ofthe Frameexluding Costofconcrete, Iron Butt Hinges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal : Siliguri 196 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Cost Of Concrete Will Be Paid Separately ) ( I ) 40Mm X 6Mm, 200Mm Length 197 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamferingcornersasdirectedandrakingoutjointsincludingthroating, Nosingand Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ( I ) With 1:6 Cement Mortar ( A ) 20 Mm Thick Plaster 198 ( B ) 15 Mm Thick Plaster 199 ( Ii ) With 1:4 Cement Mortar ( A ) 10 Mm Thick Plaster 200 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 201 Applyingdecorativecementbasedpaintofapprovedqualityafterpreparingthesurface Includingscrapingthesamethoroughly ( Plasteredorconcretesurface ) Asper ManufacturerS Specification.A ) In Ground Floor: ( I ) Two Coats. 202 Protectiveanddecorativeacrylicexterioremulsionpaintofapprovedquality, Asper ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rateincludes Costofmaterial, Labour, Scaffoldingand Allincidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 203 ( A ) Primingonecoatontimberorplasteredsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 204 ( B ) Primingonecoatonsteelorothermetalsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 205 Paintingwithbestqualitysyntheticenamelpaintofapprovedmakeandbrandincluding Smootheningsurfaceby Sandpaperingetc.Includingusingofapproved Puttyetc.Onthe Surface, If Necessary : ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) -I ) Two Coat ( With Any Shade Except White ) 206 ( B ) On Steel Surface : With Super Gloss ( Hi-Gloss ) -I ) One Coat ( With Any Shade Except White ) 207 Panelshuttersofdoorandwindow, Asperdesign ( Eachpanelconsistingofsingleplank Withoutjoint ) , Includingfittingandfixingthesameinpositionbutexcludingthecostof Hinge And Other Fittings.In Ground Floor. ( I ) 35Mm Thick Shutters With 19Mm Thick Panel Of Size 30To 45 Cm.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 208 Glazedshuttersofdoors, Windows, Fanlight, Clerestorywindowsetc.As Perdesign ( With Ordinary Glass Of 7.4Kg. / Sq.M. 3Mm. Thick ) Fitted With Putty Bed And Teak Wood Bead And Nailsincludingfittingandfixingshutterinpositionbutexcludingthecostofhingesand Other Fittings. Cost Of Glass, Putty, Wooded Beads Etc.Will Be Paid Separately. ( I ) 35Mm Thick Shutters.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 209 Supplying Best Indian Sheet Glass Panes Set In Putty And Fitted And Fixed With Nails And Putty Complete. ( In All Floors For Internal Wall & Upto 6 M Height For External Wall ) ( I ) 4 Mm Thick 210 M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flatsand Barsofwindows, Railingetc.Fittedand Fixedwithnecessaryscrewsandlugsin Ground Floor.I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 211 Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting.I ) 300 Mm 212 Iron Door Handle Of Approved Quality Fitted And Fixed Complete: ( I ) 150Mm X 5.5Mm. 213 ( Ii ) 100Mm X 5Mm. 214 Supplying, Fittingandfixinghingecleatinpositionexcludingthecosthingeandother Fiffitngs.A ) With 75Mm Iron Butt-Hingei ) Sal : Siliguri. 215 B ) With 50Mm Iron Butt-Hingei ) Sal : Siliguri. 216 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark. ( I ) 50Mm. X 37Mm. X 1.50Mm. 217 ( Ii ) 75Mm. X 40Mm. X 1.12Mm. 218 ( Iii ) 100Mm. X 50Mm. X 1.25Mm. 219 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete. ( A ) 100Mm Long X 10Mm Dia Bolt. 220 ( B ) 150Mm Long X 10Mm Dia Bolt. 221 Cord For Fan Light Fitted & Fixed Complete. 222 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttering Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 223 Supplyingp.V.C.Waterstoragetankofapproved Qualitywithclosed Topwith Lid ( Black ) - Multilayer ( A ) 500 Litre Capacity 224 Labour For Hoisting Plastic Water Storage Tank. ( I ) Upto 1500 Litre Capacity. ( A ) Upto 1St Story From G.L. 225 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reducing Socket, Reducing Tee, Shortpieceetc.Fittedwithholderbatsclamps, Includingcuttingpipes, Makingthreads, Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Necessary Fittings As Required, Jointing Materialsand Twocoatsofpainting With Approved Paint Inany Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Totalpipe Line Including All Specials. No Separate Payment Will Be Made For Accesories, Specials. Payment For Painting Will Be Made Seperately ) ( I ) 20 Mm Dia. Medium Quality. 226 ( Ii ) 15 Mm Dia. Medium Quality 227 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 228 Supplying, Fitting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21 Kg Per Sq. Cm. ( For Water Lines Only ) . ( I ) 15 Mm Dia. 229 ( Ii ) 20 Mm Dia. 230 Supplying, Fittingand Fixing Alloyironwithbrassspindlebib Cock / Stopcockofapproved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm. ( I ) 15 Mm Dia. 231 Supply Of Upvc Pipes & Fittings Conforming To Is-13592-1992 ( I ) Door Tee , A ) 110 Mm 232 ( Ii ) Vent Cowl , A ) 110 Mm 233 ( Iii ) Door Bend ( T.S. ) , A ) 110 Mm 234 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992 ( A ) ( I ) Single Socketed 3 Meter Lengtha ) 110 Mm 235 Supplying, Fitting And Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position Complete Excluding P Or S Trap ( Excluding Cost Of Concrete For Fixing ) . ( I ) 530 Mm X 410 Mm 236 Supplying, Fitting And Fixing Cast Iron P Or S Trap Conformimg To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .A ) S Trapi ) 100 Mm Dia 237 Supplying, Fitting And Fixing 10 Litre P.V.C. Low-Down Cistern Conforming To I.S. Specification With P.V.C. Fittings Complete, C.I. Brackets Including Two Coats Of Painting To Bracket Etci ) White 238 Constructinginspectionpitofinsidemeasurement600 Mmx600mmxupto600mm ( Depth ) With 250 Mm Thick 1St. Class Brick Work In Cement Mortar ( 1:4 ) On All Sides, Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Ofjhamabrickflatsoling, 15Mmthick ( 1:4 ) Cementplastertoinsidewallsandout-Side Wallsuptog.L.And20mm.Thick ( 1:4 ) Plastertobottomofthepit, Providingnecessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing Toentireinternalsurfaces, Topofthe Pitcovered With100 Mmthick R.C.C.Slab ( 1:1.5:3 ) Withstonechipsandnecessaryreinforcementsupto1%Andshutteringincluding6mm Thickcementplaster ( 1:4 ) Inallexternalsurfaces Ofthe Slaband One560 Mmdia. R.C.C. Manholecoverofapprovedmakesupplied, Fittedandfixedintheslabwithnecessary Fittings, Necessaryearthworkinexcavationinallsortsofsoil, Fillingsidesofthepitwith Earthand Removingspoilsafterworkcompleteinallrespectwith Allcostsoflabourand Materials.Ii ) With Bazree ( N.B Variety ) ( Sail / Tata / Rinl ) 239 Construction Ofseptictank Of Different Capacities Asper Approved Drawing With1st Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ofapprovedmakesupplied, Fittedandfixedinthe100mmthickr.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finishedwith 25Mm Thick Grey Artificialstone Over 100 Mmthick R.C.C ( 1:1.5:3 ) Bottom Slabincludingsupplying, Fittingandfixingallnecessryspecials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In Allsorts Ofsoil, Shoring, Bailingoutand Pumpingoutwaterasnecessary, Ramming, Dressingthebedand Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Con In All Respectwith Allcosts Oflabour And Materials.Aterials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. By Weight Of Cement With All Costs Of Labour And Materials. ( I ) For 10 Usersa ) With Bazree ( N.B Varity ) ( Sail / Tata / Rinl ) 240 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Workupto1.6Metrefromthebottomhaving150mmintermediatecementbrickwork ( 1:4 ) Bandallroundandcementbrickwork ( 1:4 ) Upto0.90Metrefromtopwith20mm Thickcementplastering ( 1:4 ) Toinsidefaceuptothedepthofcementbrickwork, 15Mm Thickcementplaster ( 1:4 ) Onouterfacefromtopofthewelluptog.L.And6mmthick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mmthickwithcementconc ( 1:1.5:3 ) Withstonechipswithnecessaryreinforcementand Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fittedandfixedinthecoverslabwithnecessaryfittings, Makingnacessary Arrangementsforpipeconnections, Excavationofwellincludingshoring, Dewateringand Removing The Exess Earth From The Premisesas Per Direction Completein Allrespect With All Costs Of Labour And Materials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. A ) Other Than Sail / Tata / Rinl ) 241 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 242 16 Mm Dia. 1Mtr Long Fan Hook 243 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 244 2Nd Site B / Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1, 500 Mm 245 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation. 246 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) C ) ( Iii ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 3 Km. But Not Exceeding 5 Km. Including The Cost Of Carried Earth. 247 ( Ii ) Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering. N.B. Variety ( 1:3:6 ) 248 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( A ) River Bazree 249 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 250 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 251 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .F ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation 252 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 253 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 254 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Affolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ] ( I ) With 1:4 Cement Mortar A ) 10 Mm Thick Plaster 255 ( Ii ) With 1:6 Cement Mortar ( B ) 15 Mm Thick Plaster 256 ( A ) M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. ( Add Extra @ 1% For Each Addl. Floor Upto 4Th Floor And @ 1.25% For Each Addl. Floor Above 4Th Floor ) ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 257 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. 258 Priming One Coat On Timber Plastered Or On Steel Or Other Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Preparingetcon Timber . 259 Painting With Best Quality Synthetic Enamel Paints Of Approved / Make And Brand Including Smoothening Surface By Sand Preparing Etc, Including Using Of Approved. Putty Etc, On The Surface Of Necy.I ) On Timber Or Plastered Surface. With Super Gloss ( Hi-Gloss ) .A ) One Coats ( With Any Shade Except White ) 260 Protective Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Materials , Labour , Scaffolding And All Incidental Charges But Excludingthe Cost Of Primer.A ) Normal Acrylic Emulsion. ( I ) Two Coat 261 Fhtcproviding Fhtc From The Existing Ci / Di / Upvc / Hdpe / Gi / Ac Distribution Pipeline By Installing 10 Mm Dia Nb Gun Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On Thesaid Pipeline And All Othersaccessories Like Saddle Piece Of Require Size To Fit The Existing Distribution Pipeline , Specials, Nut & Bolts Rubber Sheet , Washer Etc.And Laying15 Mm Nb Pvc ( Schedule 80 ) / 20 Mm Od Hdpe ( Pe 100 , Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr 7.4 / Pn16 ) Pipes Uptorequired Length With All Necessary Specials1.0 Metre Below The Ground Connecting Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Directionsof The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The House Hold Or As Directed By Eic. Supply And Installation Of A L5mm Dia. Alloy Ironbib Cock ( Tested To 2T Kg / Cm2 ) Above 1.0 Mtr. Frorn Ground, An Alloy Stop Cock Of 15 Mm Diawith Brass Spindle ( Tested Ta 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Mediurn Duty ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Pvc / Hdpe / Ppr-C Pipe And Upto 1.0 M Above Ground Within The Premises Of Household.Note:1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd -1785And Threaded To Match With Gl Pipes As Per Is : 1239 ( Part - I ) .2. Ppr-C ( Poly Propylene Randam Copolymer ) Pipe Shall Be 3-Layer Confirming To Is :15801 Uv Stabilised & Anti-Microbiol Fusion Welded, Having Thermal Stabitity For Hot & Cold Water Supply Including All Pp-R Plain & Brass Threaded Porypropylene Random / Fittings . 3. Rate Is Exclusive Of Supply And Deliveryof10 Mm Nb Gun-Metal Ferrule.Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe 100, Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr7.4 / Pn19 ) Pipes.B ) Above 10 M Upto 20 M Length 262 250 Ohrearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. 263 A ) Depth Of Excavation Not Exceeding 1.500 Mm. 264 B ) Depth Of Excavation For Additional Depth Beyond 1500 Mm And Upto 3000 Mm But Not Requiring Shoring. 265 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150Mm Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation. 266 A ) With Earth Obtained From Excavation Of Foundation. 267 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Powdered Earth Or Local Sand. 268 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floor 269 A ) 4:3:1 Proportion. 270 Controlled Cement Concrete Grade M-30 Mix With Well Graded Stone Chips ( 20 Mm Grade ) Excluding Shuttering And Reinforcement, With Complete Design Of Concrete As Per I.S, Codesand Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineer-In-Charge. Consumption Of Cement Will Not Be Less Than 6 Bags / 300 Kg. Of Cement Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job-Mix Formula. 271 A ) From 16To 20 Mtr 272 A ) From 20 And Above 273 Controlled Cement Concrete Grade M-25 Mix With Well Graded Stone Chips ( 20 Mm Grade ) Excluding Shuttering And Reinforcement, With Complete Design Of Concrete As Per I.S, Codesand Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineer-In-Charge. Consumption Of Cement Will Not Be Less Than 6 Bags / 300 Kg. Of Cement Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job-Mix Formula. N.B. Variety ( Stone Metal ) 274 A ) From 0To 4 Mtr 275 A ) From 4To 8 Mtr 276 A ) From 8To 12 Mtr 277 A ) From 12To 16 Mtr 278 A ) From 16To 20 Mtr 279 A ) From 20 And Above 280 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) . 281 A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Ddirection Of The E.I.C. In Foundation. ( Up To G.L ) 282 B ) Steel Shuttering Or 9 Mm To 12 Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work. From G.L Upto Botam Of Heal Beam 283 Hire And Labour Charges For Shuttering For Concrete Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing And Striking Off After Completion Of Work Including Staging Upto 4 Metre Using Ply Board Or Steel Shuttering. 284 ( A ) From Bottom Of Heal Beam To Top Of O.H.R. 285 Extra For Staging Beyond 4 M With Necessary Cross Bracing And Fixtures And Removing The Same After Completion Of The Work All Complete As Per Direction Of The E.I.C. [ Mode Of Measurement : Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4 M Is Practically Un-Avoidable ) X Mean Height Of Staging Above Initial 4 M. ] 286 Reinforcement In Reinforced Conc. Work In All Sorts Of Structures Includg. Dist.Bars, Stirrups, Binders Etc., Initial Straightening And Removal Of Loose Rust ( If Necy. ) Cutting To Requisite Length, Hooking And Bending To Correct Shapde, Placing In Proper Position And Binding With 16 Gauge Balck Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundn. Basement And Upto Roof Of Ground Floor / Upto 4M. ( I ) Tor Steel / Mild Steel. Sail / Tata / Rinlfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4 M. 287 Extra For Works Beyond The Roof Of Ground Floor / Initial 4 M. To 8 Mtr. ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 288 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 289 12 M To 16M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 290 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 291 Beyond 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 292 Extra For Using Water Proofing And Plastisizing Admixer 0.2% By Weight Of Cement ( Or At Manufacturer Specified Rate ) For Concrete Of Various Grades. 293 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface, Including Throating, Nosing And Drip Course Where Necessary ( Ground Floor ) . ( A ) With 4:1 Cement Mortar ( A ) 15 Mm Thick Plaster ( Internal ) 294 I ) From Heal Beam To Top Of O.H.R 295 Ii ) From Bottom Of Heal Beam To Top Of O.H.R. 296 ( B ) With 3:1 Cement Mortar ( A ) 10 Mm Thick Plaster ( External ) I ) From G.L To Bottom Of Heal Beam. 297 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 298 Artificial Stone In Floor, Dado, Saircase Etc With Cement Concrete 1:2:4 With Stone Chips Laid In Panels As Dircted With Toping Made With Ordinary Or White Cement And Marbel Dust In Proportion 1:2 Including Smooth Finishing And Rounding Of Corners Including Raking Out Joints Or Roughning Of Concrete Surface And Application Of Cement Slurry Before Flooring Work Using Cement @1.75 Kg Per Sq.M All Complete Including All Materials And Labour.3 Mm Thick Toping25 Mm Thick 299 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per ManufacturerS Specification And As Per Direction Of E.I.C. To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour Scaffolding And All Incidental Charges But Excluding The Cost Of Primer. Normal Acrylic Emulsion. ( A ) Two Coats 300 A ) From 0To 4 Mtr 301 A ) From 4To 8 Mtr 302 A ) From 8To 12 Mtr 303 A ) From 12To 16 Mtr 304 A ) From 16To 20 Mtr 305 A ) From 20 And Above 306 Applying Exterior Grade Acrylic Primer Of Approved Quality & Brand On Plaster Or Concrete Surface Old Or New Surface To Receive Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly, Complete As Per ManufacturerS Specificationand As Per Direction Of E.I.C. 307 A ) From 0To 4 Mtr 308 A ) From 4To 8 Mtr 309 A ) From 8To 12 Mtr 310 A ) From 12To 16 Mtr 311 A ) From 16To 20 Mtr 312 A ) From 20 And Above 313 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is : 226, Is : 808 & Sp ( 6 ) -1964 Connected To One Another With Bracket Gussets As Per Desing, Direction Of E.I.C. Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is : 816-1956 & Is : 9595 Using Electrodes Of Approved Make And Brand Conforming To Is : 814-1957, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Charges Such As Electricity Charges, Labour Insurance Charges Etc. ( A ) For Structural Members Of Specified Sections Weighing Not Less Than 22.5 Kg / M. 314 Supplying, Fitting, Fixing 900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railing And 2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railing Top & Floor, Vertical Post Of Railling Are 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C. Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 315 Providing Water Thirable Non-Toxic Expoxy Coating ( Techoxy Or Equivalent Brand Of Approved Quality ) 2 ( Two ) Finished Coats Over 2 ( Two ) Of Primer Of Same Brand To The Ceiling Of Roof Dome Including Supply Of Requisite Coating Materials, Cleaning Of The Substrate Properly To Make It Free From Dirt, Paint, Oil And Grease, Sludge, Blister, Loose Plaster, Fungus, Moss And All Other Undesirable Particles Using Wire Brush, Sand Papers Etc. Including Mending Good All Damages All Complete As Per Direction Of Eic & His Satisfaction. 316 Wood Work In Door And Window Frame Fitted And Fixed Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame. Sal : Siliguri. 317 Supplying Fitting And Fixing Door Made With Irc Febric Mesh Of 75Mm X50mmx4.5Mmx2.7Mm On 50Mm X 50Mm X 6Mm Angle Iron Frames All Round And One 37.5Mm X 6Mm M.S. Flat Bar Over The Netting All Round Welded To Angle Iron Frame And Providing Locking Arrangements If Necessary And With Two Coats Of Synthetic Enamel Paint ( Other Than Hi-Gloss ) Fitted And Fixed With Clamps Or Haskal Doomney Etc. Complete At The Lantern Of R.C.C. Over Head Reservoir. 318 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 319 Supplying Fitting And Fixing In Position C.I. ( Manhole / Pit Cover With Matching Frame ) . 450 Mm X 100 Mm X 50 Kg ( Approx. ) 320 Priming One Coat On Timber, Plastered Or On Steel Orother Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Papering Etc. 321 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface Of Necessary. ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) ( I ) Two Coats ( With Any Shade Except White ) 322 ( B ) On Steel Or Other Metal Surface : With Super Gloss ( Hi-Gloss ) I ) Two Coats ( With Any Shade Except White ) 323 Supply At Site / Local Store C.I.D.F. And C.I.S.S. Pipes & Specials As Per Relvant I.S. Specification With Latest Amendments Including Cost Of Loading, Carrying, Unloading, Stacking Properly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of E.I.C. ( Mode Of Measurement Will Be On Book Weight ) . 324 Supply At Site / Local Store Sluice Valve As Per Relvant I.S. Specification With Latest Amendments Including Cost Of Loading, Carrying, Unloading, Stacking Properly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of E.I.C. ( A ) 150 Mm Dia. ( Ref W / O 1441 / Cd Dated-27 / 03 / 12 ) 325 ( B ) 250 Mm Dia. ( Gear Operated ) 326 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) . ( A ) 150 Mm Dia. 327 C ) 250 Mm Dia. 328 Erecting, Hoisting And Fitting, Fixing, Laying And Building In Position C.I. Flanged Or Socketted Pipes With Necessary Specials Like Valves, Bell-Mouth With Paddle Collers Etc. For Delivery, Overflow, Inlet And Washout Pipe Line Etc. As Shown In Drawing As Per Direction Including Supplying Fitting, Fixing Proper With M.S. Clamps Supports Stages For All Top As Of Pipes With Painting Of Specials, Pipes Complete With Two Coats Of Black Japan Over A Coat Of Red Oxide Primer. ( A ) 150 Mm Dia. 329 C ) 250 Mm Dia. 330 Earth Work In Excavation Of Trenches Of Adequate Width Having Minimum Depth To Keep The Top Surface Of Pipe 1.0 M Below Of Existing Ground Level In Any Kind Of Soil Mixed With Boulder, Road Sub-Grade And Its Flanks, Dewatering The Trenches, Preparing The Bottom Surface Of Continuous Bedding Of Pipe Line, Fitting Fixing Valves, Specials Etc. In Position, Cutting Of Pipes As Required Etc. In Position Carriage Of Materials From Local Store To Work Site, Filling Up The Trenches With Excavated Materials Consolidating The Same In Layers, Removing The Surplus Materials And Plants As Per Specification And Instruction Of The E.I.C. ( Pipes, Valves, Rubber Joints Will Be Supplied Departmentally ) .For C.I.S.S. / C.I.D.F. / D.I. Pipe Suitable For The Making Rubber Joint Of Different Sizes. ( A ) 150 Mm Dia. 331 C ) 250 Mm Dia. 332 Construction Of Masonry Sluice Valve Chamber As Per Departmental Drawing With Brick Work In Cement Mortar ( 6:1 ) Including Necessary Earth Work In Excavation And Back Filling, Cement Concrete ( 8:4:1 ) With Jhama Khoa Over Single Brick Flat Soling In Foundation, 100 Mm Thick R.C.C. Slab ( 4:2:1 ) With 1.20% Reinforcment And Necessary Shuttering, Plastering All Inner And Outer Surface With Sand And Cement Mortar 15 Mm X 150 Mm C.I. Surface Box Embedded Into The R.C.C. Slab, Overhauling The Valves ( If Necessary ) All Complete Includng Cost Of All Materials And Labour ( Only Valves With Tail Pieces Will Be Supplied From Local Departmental Store ) . ( A ) For 250 Mm Dia. Sluice Valve. 333 ( B ) For 150 Mm Dia. Sluice Valve. 334 Making Arrangement For Water Tightness Test Of R.C.C. Overhead Reservoir Conforming To The Provisions Laid Down In Is : 3370 ( Part-I ) 1965, By Filling With Water Upto Top Water Level ( Twl ) As Shown In The Drawing And As Per Direction Of E.I.C. Including The Arrangement Of Water, Its Carriage & Lifting By Necessary Pipes, Fittings And Pumping Machinery Etc. All Required For The Purpose. 335 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc. Complete. 336 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) . ( A ) 150 Mm Dia. 337 C ) 250 Mm Dia. 338 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) . ( I ) 150 Mm Dia. @ 0.146Kg Bleaching Powder / M Length Of Pipe. 339 ( Ii ) 250 Mm Dia. @ 0.405 Kg. Bleaching Powder / M Length Of Pipe. 340 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 49841995 With Latest Revision & Amendments If Any With Necessary Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Of Hydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6 ( I ) Laying Of Pipe Line Including Cost Of Pipe Only Excluding Cost Of Specials / Fittings Valves.B ) 90Mm ( Od ) 341 B ) 110 Mm ( Od ) 342 C ) 125Mm ( Od ) 343 D ) 140 Mm ( Od ) 344 E ) 160 Mm ( Od ) 345 E ) 200 Mm ( Od ) 346 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 347 B ) 110 Mm ( Od ) 348 C ) 125Mm ( Od ) 349 D ) 140 Mm ( Od ) 350 E ) 160 Mm ( Od ) 351 E ) 200 Mm ( Od ) 352 A ) For Ci / Di Pipeb ) 100 Mm Dia 353 C ) 350 Mm Dia. 354 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 355 B ) 110 Mm ( Od ) 356 C ) 125Mm ( Od ) 357 D ) 140 Mm ( Od ) 358 E ) 160 Mm ( Od ) 359 E ) 200 Mm ( Od ) 360 A ) For Ci / Di Pipeb ) 100 Mm Dia 361 C ) 350 Mm Dia. 362 Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 100 Mm Dia. 363 C ) 350 Mm Dia. 364 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 100 Mm Dia. 365 C ) 350 Mm Dia. 366 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) .B ) 100 Mm Dia. 367 A ) 80 Mm Dia. 368 C ) 150 Mm Dia. 369 D ) 200 Mm Dia. 370 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 371 I ) 200 Mm Dia Pipe 372 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic. 373 Making Barricading Of Excavation Trenches Of Road Width Upto 15Mtr. To Avoid Any Accident By Providing 75Mm Dia Bamboo Post Placed Vertically & Horizontally With The Help Of 6”Size Iron Rail As Per Direction And Satisfaction Of Eic. ( Applicable Where Critical Situation Arise And Take Up The Work As Per Direction Of Eic ) 374 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 375 Making Village Roadcrossing ( Average 3 M Width ) By Horizontal Augor Boring For Accmodation Of Laying Of Average 3 ( Three ) Nos 15 Mm Dia Gi Pipe For Fhtc Or As Per Direction Of Eic. 376 Dismantling All Types Of Plain Cementconcrete Works, Stacking Serviceablematerials At Site And Removing Rubbish Asdirected Within A Lead Of 75 Min Ground Floor Including Roof. ( A ) Upto 150 Mm. Thick 377 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floor A ) 6:3:1 Proportion. 378 Making Holes In Two Sides Of Wall Of Culvert / Drain Or Any Other Structuresin Any Places For Laying Any Dia Pipe Line Within Structures Intwo Sides Of Wall Of Culvert / Drain / Any Structure At Any Places And Mending Good Damages All Complete As Per Direction Of Eic. 379 C ) 200 Mm Dia. 380 E ) 300 Mm Dia. 381 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150 Mm Dia. 382 C ) 200 Mm Dia. 383 E ) 250 Mm Dia. 384 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 385 I ) 200 Mm Dia Pipe 386 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic. 387 Making Barricading Of Excavation Trenches Of Road Width Upto 15Mtr. To Avoid Any Accident By Providing 75Mm Dia Bamboo Post Placed Vertically & Horizontally With The Help Of 6”Size Iron Rail As Per Direction And Satisfaction Of Eic. ( Applicable Where Critical Situation Arise And Take Up The Work As Per Direction Of Eic ) 388 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 389 Making Village Roadcrossing ( Average 3 M Width ) By Horizontal Augor Boring For Accmodation Of Laying Of Average 3 ( Three ) Nos 15 Mm Dia Gi Pipe For Fhtc Or As Per Direction Of Eic. 390 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( B ) River Bazree 391 Bamboo Pile Walling Made Of 65 Mm To 75 Mm Dia. Bamboo ( In Single Line ) Driven About Half Length Into The Ground At Very Close Spacing Side By Side Including Necessary Bamboo Stays Ties Runners Etc And Lining The Exposed Portion With Sheets Made Form Cutdrums Fitted And Fixed Complete As Per Direction. 392 Supply And Delivery Of Cidf Sluice Valve ( Special Type ) Pw-1.00 Of Different Dia Make With Ci Double Flanged Non Rusting Spindle Sluice Valves Conforming To Is 14846 -2000 With Latest Emended Having Body Dome / Bonnet And Cover Of C.I.Gr-F.G 210Mtr. Spindle Of Is-6603 G.R- 12 / Gr-13 Non-Magnetic, Nuts Seat Rings Are Of Gunonetal As Per Is:318 Ltb-2 Flanges And Drilled To Is:1538 Part Iv & Vi Valves Are Suitable For Max. Working Pressure Of 10Kg / Cm2 ( Seat Test ) And Body Tested To 15Kg / Cm2. N.B: The Above Item Should Be Procured From The Reputed Manufactures As Per Deptt. Approved Vender List150 Mm Dia 393 200 Mm Dia

BRR : 4729570 Tender For Execution Of Different Works Related To Hemkumari Zone 3 Pipe Water Supply Scheme Under Jal Jeevan Mission-1 Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 2 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 3 60 Mtr. To 90 Mtr. 4 90 Mtr. To 120 Mtr. 5 120 Mtr. To 144 Mtr. 6 Electro-Logging Charge. 7 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 8 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 9 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 10 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 11 Cost Of Consumables For Drilling Rigs And Machineries. 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 13 B ) 200 Mm Dia. 14 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 15 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 16 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 17 B ) 250 Mm Dia. 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 21 Water Sample Collection And Chemical Test Including Arsenic Test. 22 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 23 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 24 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 25 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 26 Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 27 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 28 60 Mtr. To 90 Mtr. 29 90 Mtr. To 120 Mtr. 30 120 Mtr. To 144 Mtr. 31 Electro-Logging Charge. 32 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 33 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 34 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 35 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 36 Cost Of Consumables For Drilling Rigs And Machineries. 37 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 38 B ) 200 Mm Dia. 39 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 40 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 41 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 42 B ) 250 Mm Dia. 43 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 44 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 45 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 46 Water Sample Collection And Chemical Test Including Arsenic Test. 47 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 48 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 49 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 50 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 51 Mobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole Points Etc. And Also Including Withdrawal Of Same From The Site After Completion Of Work, Complete As Per Direction Of Engineer-In-Charge.B ) Detailed Investigation 52 Labour For Making Bore-Holes Of 150Mm To 250Mm Dia. By Any Standard Method To Any Depth Below Ground Level / Bed Level In All Kinds Of Soil Like Clay, Silt, Sand, Stiff Clay, Mixed Soils Etc. Except Rocks ( For The Purpose Of Collecting Disturbed & Un Disturbed Soil Samples, Conducting Standard Penetration Test At Suitable Intervals Etc. ) Including Preparation And Submission Of Bore-Log As Per Irc : 75 And 78 And Clause 2400 Of Specifications For Road & Bridge Works ( 5Th Revision ) , Published By Irc, And Also Including Hire Charges Of Tools And Plants Complete As Per The Direction Of Engineer-In-Charge.A ) When Casing Pipe Is Used To Prevent Collapse Of Bore Hole ( Casing Pipe To Be Finally Withdrawn ) ( I ) Depth 0M To 10M 53 Iii ) Collection Of Samples From The Bore Hole Made As Per B-A ( A ) Undisturbed 54 ( B ) Disturbed 55 Vi ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is 2131. ( I ) 0.0M - 10.0M 56 A. Laboratory Investigation: I ) Liquid Limit As Per Is 2720 ( Part – V ) . 57 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 58 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) 59 Iv ) Grain Size Analysis By Hydrometer Method Asper Is 2720 ( Part – Iv ) . 60 V ) Determination Of Water Content As Per Is2720 ( Part – Ii ) 61 Vi ) Determination Of Specific Gravity As Per Is2720 ( Part – Iii ) . 62 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 63 Viii ) Determination Of Unconfined Compression Strength As Per Is 2720 ( Part – X ) .A ) Undisturbed 64 Xiv ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 65 B ) Determination Of Shear Strength Parameters Of A Specimen Tested In Consolidated Undrained Tri-Axial Compression Test With Measurement Of Pore Water Pressure As Per Is 2720 ( Part – Xii ) . 66 C ) Determination Of Shear Strength Parameters Of A Soil From Consolidated Drained Test As Per Is 2720 ( Part – X ) 67 Tri-Axial Shear Test.A ) Determination Of Shear Strength Parameters Of A Specimen Tested In Unconsolidated Undrained Tri-Axial Compression Without Measurement Of Pore Water Pressure As Per Is 2720 ( Part-Xi ) . 68 Preparation And Submission Of Report In 6 ( Six ) Copies, Giving All Relevant Information Data Like Site Plan, Bore Log And Water Table, Test Results, Calculations, Discussions, Suggestions And Recommendations In Respect Of Suitable Foundation Etc. Including Determination Of Silt Factor Calculation Of Waterways And Complete Design Of Foundation Including Analysis Of Bearing Capacities And Settlements In Bound And Presentable Form Complete As Per Direction Of Engineer-In-Charge.B ) Detailed Investigation 69 Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Of Engineer-In-Charge. Detailed Investigation. 70 Rising Cum Delivery Mainsupply Of Cidf & Specials As Per Is 1338-1992 71 Supply And Delivery Of Cidf Sluice Valve As Per I.S 14484-2000 ( Upadhaya / L&T / Kirlosker / Venus / Hazra ) I.S.I Make P.N -1.6.I ) 150 Mm Dia. 72 Ii ) 200 Mm Dia. 73 Iii ) 250 Mm Dia. 74 Supply Of C.I. Jeffy Coupling ( Flexible ) Joint Complete With Studtsnuts Bolts, Rubbon Sealing Reing As Per I.S.Specification.I ) 150 Mm Dia. 75 Ii ) 200 Mm Dia. 76 Iii ) 250 Mm Dia. 77 Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 80 Mm Dia. 78 150 Mm Dia 79 200 Mm Dia 80 250 Mm Dia 81 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .80 Mm Dia 82 150 Mm Dia 83 200 Mm Dia 84 250 Mm Dia 85 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .80 Mm Dia 86 150 Mm Dia 87 200 Mm Dia 88 250 Mm Dia 89 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 90 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150 Mm Dia. 91 C ) 200 Mm Dia. 92 E ) 250 Mm Dia. 93 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) .B ) 100 Mm Dia. 94 A ) 80 Mm Dia. 95 C ) 150 Mm Dia. 96 D ) 200 Mm Dia. 97 D ) 250 Mm Dia. 98 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 99 I ) 200 Mm Dia Pipe 100 I ) 250 Mm Dia Pipe 101 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic.B ) 150Mm.Dia.To 200Mm.Dia Pipe 102 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic.Upto 20 Km ( Above 50 Km Extra Cost 57 Rs / Km ) 103 Hw Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 104 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150Mm Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation 105 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) . 106 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And 1Illing Joints With Local Sand. 107 Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion 108 Ordinary Cement Concrete Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Exciuding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes.River Bazree 109 A ) 25 Mm To 30 Mm Shuttering Without Staging, In Foundation 110 B ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of E.I.C. In Foundation. 111 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 112 Brick Work With Ist Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 113 B ) In Superstucture, Ground Floor. 114 Artificial Stone In Floor, Itado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Iaid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Betore Flooring Works Using Cement 175 Kg / Sq.M All Complete Including All Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 115 Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Himges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal: Siliguri 116 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Costof Concrete Will Be Paid Separately ) ( I ) 40Mm X Bmm, 200Mm Length 117 Supplyof Fan Hook. 118 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface.I ) With 1:6 Cement Mortara ) 20 Mm Thick Plaster 119 B ) 15 Mm Thick Plaster 120 Ii ) With 1:4 Cement Mortarc ) 10 Mm Thick Plaster 121 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc 122 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufacturerS Specification.In Ground Floor ( I ) One Coat On New Surface 123 Ii ) Two Coats. 124 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 125 A ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc 126 ( B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 127 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening.Surtace By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary. ( A ) On Timber Or Plastered Surface With Super Gloss ( Hi-Gloss ) .Two Coat ( With Any Shade Except White 128 B ) On Steel Surfacei ) One Coat ( With Any Shade Except White 129 Panel Shutters Of Door And Window, Asper Design ( Each Panel Consisting Of Single Plank Without Joint ) , Including Fitting And Fixing The Same In Position But Excluding The Cost Of Hinge And Other Fittings. In Ground Floor. ( I ) 35 Mm Thick Shutters With 19 Mm Thick Panel Of Size 30 To 45 Cm.A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 130 Glazed Shutter Of Door , Windows, Fan Light Clerestory Window Etc. As Per Designe ( With Ordinary Glassof 7.4 Kg / Sq.M. 3 Mm Thick ) Fitted With Putty Bed And Teak Wood Bead Cost Of Hings And Other Fittings And Fixing Shutter In Position But Excluding The Cost Of Hinges And Other Fittings .Cost Of Glass Putty Wooded Beads Etc Will Be Separately.35 Mm Thick Shutter .A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 131 Sipplyng Best Indian Sheet Glass Panes Set In Putty And Fited And Fixrd Witlh Ails And Putty Conmplete. ( In All Floors For Internal Wall& Upto 6 Nm Height For External Wall. ( I ) 4 Mm Thick 132 Ms.Or W.I Ornamental Grill Of Approved Design Joints Continuously Welded With M.S.W.Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Rround Floor. ( I ) Gril Weighing Above 10 Kt. / Sq Mtr And Up To 16 Kg. / Sq, Mtr. 133 I ) 300 Mm.Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting. 134 ( I ) 150 Mm X5.5 Mm .Iron Door Handle Of Approved Quality Fitted And Fixed Complete: 135 ( Ii ) 100 Mm X 5 Mm. 136 I ) Sal Siliguri.A ) With 75 Mm Iron Butt-Hingesupplying, Fitting And Fixing Hinge Cleat In Position Excluding The Cost Hinge And Other Fittings. 137 I ) Sal: Siliguri.B ) With 50 Mm Iron Butt-Hinge 138 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark.I ) 50 Mm. X 37Mm. X 1.50Mm 139 ( I ) 75Mm. X 40Mm. X 1.12Mm. 140 ( I ) 100Mm. X 50Mm. X 1.25Mm 141 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete.A ) 100Mm Long X 10Mm Dia Bolt. 142 B ) 150Mm Long X 10Mm Dia Bolt. 143 Chalmp For Fan Light Fitted & Fixed Complete 144 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttèring Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 145 Supplying P.V.C. Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) -Multilayer ( A ) 500 Litre Capacity. 146 Labour For Hoisting Plastic Water Storage Tank 147 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reduing Socket, Reducing Tee Short Piece Etc. Fitted With Holder Bats Clamps, Including Cutting Pipes, Making Threads Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Nece [ Sarý Fittings Required, Jointing Materials And Two Coats Of Painting With Approved Paint In Any Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Total Pipe Line Includingall Pecials.No Separate Payment Will Be Made For Accesories, Specials. ( Payment For Painting Will Be Made Seperately ) ( I ) 25 Mm Dia. Medium Quality 148 ( Ii ) 15 Mm Dia. Medium Quality 149 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 150 Supplying, Titting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21Kg Per Sq. Cm. ( For Water Lines Only ) .I ) 25 Mm Dia. 151 Ii ) 20 Mm Dia. 152 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm.I ) 15 Mm Dia 153 Supply Of Upvc Pipes & Fittings Etc. Conforming To Is-13592-1992I ) Door Tee 110 Mm 154 Ii ) Vent Cowl 110 Mm 155 ( Ii ) Door Bend ( T.S. ) 110 Mm 156 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992A ) Single Socket 3 Meter Length. ( I ) 110 Mm . 157 Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position . ( I ) 530 Mm X 410 Mm. 158 Supplying , Fitting , Fixing Cast Iron P Or S Trap Conforming To Is: 3989 / 1970 / And 1729 / 1964 Incl. Lead Caulked Joints And Painting Two Coats To Exposed Surface . ( Painting To Be Separately ) .A ) S Trap I ) 100 Mm Dia . 159 Supplying , Fitting , Fixing, 10 Liter P.V.C. Low-Down Cistern Conforming To I.S Specification With P.V.C. Fittings Complete.C.I. Brackets Incl. Two Coats Of Painting To Bracket Etc.I ) White 160 Construction Of Inspection Chamber Measure 600Mm X 600Mm X Upto 600Mm ( Depth ) With250 Mm Thick 1St Class Brick Wwk In Cement Mortr ( 1:4 ) On All Sides, Bottom Of The Pit Conuntng Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling15 Mm Thick ( 1:4 ) Cenent Plster To Inside Walls.A ) With Bazree ( N.B Varity ) 161 Constrution Of Septic Tank Of Differont Apacities As Per Approved Drawng Wilh 1St Class Bck Work M Cement Mortar ( L:4 ) Includng Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ot Approved Make Supplod, Iitted And Fned In The 100M Thick R.C.C ( I:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 :1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 :1 ) To Outside Wall Upto 200 Mm Below6. Floor Tunished With 25 Mm Thick Grey Artificata ) For 10 Usersi ) With Baztee [ N.B Varitv ] 162 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Ceiment Brick Work ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick.With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00 M Inside Dia. 163 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 164 Supplying. Fitting And Fixing Fibre Reinforced Polymer ( Frp ) Composite Door Frame As Per Approved Section With Glass Fibre Reinforced Plastic Mouided Skins And A Special Sandwich Core, So As To Impart Monolitaheic Composite Structure As Per Approved Technologydepartment Of Science And Technology ( Dst ) To Safisty Is: 4020 Door Testing Performanc ( I ) 66 Mm X 90 Mm 165 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 166 Hw Site Boundary Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 167 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth , In Layers Not Exceeding 150Mm. Including Watering And Ramming Etc. Layer By Layer Complete ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation. 168 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 169 Ordinary Cement Concrete M-20 ( Mix 3:1:5;1 ) With Graded Stone Chips ( 20 Mm Down ) Excluding Shuttering And Reinforcement .If Any , In Ground Floor, As Per I.S. 456-2000.I ) River Bozree. 170 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 171 Hire And Labour Charges For Shuttering With Centreing And Necessary Staging Up To 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slab . Beams , Columns, Lintels Curved Or Straight Including Fitting Fixing And Striking Out Of Completion Of Works ( Up To Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Thick Shuttering With Out Staging And Foundation Etc, 172 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 173 Plaster ( To Wall, Floor , Ceiling Etc, ) With Sand And Cement Mortar Including Rounding Off Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface Including Throating , Nosing And Drip Course Where Necessary ( Ground Floor ) .. With Cement Mortar ( 6:1. ) .15 Mm Thick Plaster. 174 With Cement Mortar ( 6:1. ) .20 Mm Thick Plaster. 175 With Cement Mortar ( 4:1 ) 10 Mm Thick. 176 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 177 Priming One Coat On Timber Plastered Or On Steel Or Other Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Preparingetcon Timber . 178 Painting With Best Quality Synthetic Enamel Paints Of Approved / Make And Brand Including Smoothening Surface By Sand Preparing Etc, Including Using Of Approved. Putty Etc, On The Surface Of Necy.I ) On Timber Or Plastered Surface. With Super Gloss ( Hi-Gloss ) .A ) One Coats ( With Any Shade Except White ) 179 Protective Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Materials , Labour , Scaffolding And All Incidental Charges But Excludingthe Cost Of Primer.A ) Normal Acrylic Emulsion. ( I ) Two Coat 180 Earth Work In Filling Compound , Tank , Low Sand Ditches Etc, Good Earth, In Layer Not Exceeding 250Mm Including Breaking Clods & Consolidating The Same By Ramming And Dressing Complete Etc. Layer By Layercompletei ) With Carried Earth Arrangement By The Contractor Within A Radius Of 3Km Including The Cost Of Carriage But Not Exceeding 5Km 181 M.S. & Wi Ornamental Grill Of Approved Design Joints Continuously Welded With Ms.Wi. Flats And Bars Of Windows Railing Etc. Fitted And Fixed With Necessary Screws Andlugs In Ground Floor. ( I ) Grill Weighing Above 10Kg / Sq.M. And Up To16kg / Sqm. 182 125 Mm Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) With1st Class Brick In All Floor. 183 2Nd Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soil But Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack-Ingthespoilswithinaleadof75m.Asdirected.Theitem Includesnecessarytrimmingthesidesofthetrenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. Asrequiredcomplete. Depthofexcavationnotexceeding1.5Mtr. But Not Requiring Shoring 184 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Basis Of Measurementof Finishedquantity Ofwork ) A. With Earth Obtained From Excavation Of Foundation 185 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Throughsaturationwithwaterandramming Completeincluding The Costofsupplyofsand. ( Paymenttobemadeonthebasisof Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 186 Singlebrickflatsolingofpicked Jhamabricksincludingramming&Dressingbedtoproperlevel& Fillingjointswithpowderedearthorlocalsandincludingcostof Sand Etc Complete As Per Direction & Specification. 187 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion. 188 Ordinarycementconcrete ( Mix1:1.5:3 ) Withgradedstonechips ( 20Mmnominalsize ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 189 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approvedstoutpropsandthickhardwoodplanksofapprovedthicknesswithrequired Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation. 190 B ) 25 Mmto30 Mmthick Wooden Shuttering Asper Decision& Ddirectionofthee.I.C. In Foundation. 191 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 192 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 193 ( B ) In Superstructure, Ground Floor 194 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) Andmarbledustinproportion ( 1:2 ) Includingsmoothfinishingandroundingoffcorners Includingrakingoutjointsorrougheningofconcretesurfaceandapplicationofcement [email protected] / Sq.Mallcompleteincludingall Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 195 Woodworkindoorandwindowframefittedandfixedinpositioncompleteincludinga Protective Coatofpainting Atthe Contactsurface Ofthe Frameexluding Costofconcrete, Iron Butt Hinges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal : Siliguri 196 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Cost Of Concrete Will Be Paid Separately ) ( I ) 40Mm X 6Mm, 200Mm Length 197 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamferingcornersasdirectedandrakingoutjointsincludingthroating, Nosingand Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ( I ) With 1:6 Cement Mortar ( A ) 20 Mm Thick Plaster 198 ( B ) 15 Mm Thick Plaster 199 ( Ii ) With 1:4 Cement Mortar ( A ) 10 Mm Thick Plaster 200 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 201 Applyingdecorativecementbasedpaintofapprovedqualityafterpreparingthesurface Includingscrapingthesamethoroughly ( Plasteredorconcretesurface ) Asper ManufacturerS Specification.A ) In Ground Floor: ( I ) Two Coats. 202 Protectiveanddecorativeacrylicexterioremulsionpaintofapprovedquality, Asper ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rateincludes Costofmaterial, Labour, Scaffoldingand Allincidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 203 ( A ) Primingonecoatontimberorplasteredsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 204 ( B ) Primingonecoatonsteelorothermetalsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 205 Paintingwithbestqualitysyntheticenamelpaintofapprovedmakeandbrandincluding Smootheningsurfaceby Sandpaperingetc.Includingusingofapproved Puttyetc.Onthe Surface, If Necessary : ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) -I ) Two Coat ( With Any Shade Except White ) 206 ( B ) On Steel Surface : With Super Gloss ( Hi-Gloss ) -I ) One Coat ( With Any Shade Except White ) 207 Panelshuttersofdoorandwindow, Asperdesign ( Eachpanelconsistingofsingleplank Withoutjoint ) , Includingfittingandfixingthesameinpositionbutexcludingthecostof Hinge And Other Fittings.In Ground Floor. ( I ) 35Mm Thick Shutters With 19Mm Thick Panel Of Size 30To 45 Cm.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 208 Glazedshuttersofdoors, Windows, Fanlight, Clerestorywindowsetc.As Perdesign ( With Ordinary Glass Of 7.4Kg. / Sq.M. 3Mm. Thick ) Fitted With Putty Bed And Teak Wood Bead And Nailsincludingfittingandfixingshutterinpositionbutexcludingthecostofhingesand Other Fittings. Cost Of Glass, Putty, Wooded Beads Etc.Will Be Paid Separately. ( I ) 35Mm Thick Shutters.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 209 Supplying Best Indian Sheet Glass Panes Set In Putty And Fitted And Fixed With Nails And Putty Complete. ( In All Floors For Internal Wall & Upto 6 M Height For External Wall ) ( I ) 4 Mm Thick 210 M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flatsand Barsofwindows, Railingetc.Fittedand Fixedwithnecessaryscrewsandlugsin Ground Floor.I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 211 Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting.I ) 300 Mm 212 Iron Door Handle Of Approved Quality Fitted And Fixed Complete: ( I ) 150Mm X 5.5Mm. 213 ( Ii ) 100Mm X 5Mm. 214 Supplying, Fittingandfixinghingecleatinpositionexcludingthecosthingeandother Fiffitngs.A ) With 75Mm Iron Butt-Hingei ) Sal : Siliguri. 215 B ) With 50Mm Iron Butt-Hingei ) Sal : Siliguri. 216 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark. ( I ) 50Mm. X 37Mm. X 1.50Mm. 217 ( Ii ) 75Mm. X 40Mm. X 1.12Mm. 218 ( Iii ) 100Mm. X 50Mm. X 1.25Mm. 219 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete. ( A ) 100Mm Long X 10Mm Dia Bolt. 220 ( B ) 150Mm Long X 10Mm Dia Bolt. 221 Cord For Fan Light Fitted & Fixed Complete. 222 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttering Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 223 Supplyingp.V.C.Waterstoragetankofapproved Qualitywithclosed Topwith Lid ( Black ) - Multilayer ( A ) 500 Litre Capacity 224 Labour For Hoisting Plastic Water Storage Tank. ( I ) Upto 1500 Litre Capacity. ( A ) Upto 1St Story From G.L. 225 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reducing Socket, Reducing Tee, Shortpieceetc.Fittedwithholderbatsclamps, Includingcuttingpipes, Makingthreads, Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Necessary Fittings As Required, Jointing Materialsand Twocoatsofpainting With Approved Paint Inany Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Totalpipe Line Including All Specials. No Separate Payment Will Be Made For Accesories, Specials. Payment For Painting Will Be Made Seperately ) ( I ) 20 Mm Dia. Medium Quality. 226 ( Ii ) 15 Mm Dia. Medium Quality 227 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 228 Supplying, Fitting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21 Kg Per Sq. Cm. ( For Water Lines Only ) . ( I ) 15 Mm Dia. 229 ( Ii ) 20 Mm Dia. 230 Supplying, Fittingand Fixing Alloyironwithbrassspindlebib Cock / Stopcockofapproved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm. ( I ) 15 Mm Dia. 231 Supply Of Upvc Pipes & Fittings Conforming To Is-13592-1992 ( I ) Door Tee , A ) 110 Mm 232 ( Ii ) Vent Cowl , A ) 110 Mm 233 ( Iii ) Door Bend ( T.S. ) , A ) 110 Mm 234 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992 ( A ) ( I ) Single Socketed 3 Meter Lengtha ) 110 Mm 235 Supplying, Fitting And Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position Complete Excluding P Or S Trap ( Excluding Cost Of Concrete For Fixing ) . ( I ) 530 Mm X 410 Mm 236 Supplying, Fitting And Fixing Cast Iron P Or S Trap Conformimg To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .A ) S Trapi ) 100 Mm Dia 237 Supplying, Fitting And Fixing 10 Litre P.V.C. Low-Down Cistern Conforming To I.S. Specification With P.V.C. Fittings Complete, C.I. Brackets Including Two Coats Of Painting To Bracket Etci ) White 238 Constructinginspectionpitofinsidemeasurement600 Mmx600mmxupto600mm ( Depth ) With 250 Mm Thick 1St. Class Brick Work In Cement Mortar ( 1:4 ) On All Sides, Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Ofjhamabrickflatsoling, 15Mmthick ( 1:4 ) Cementplastertoinsidewallsandout-Side Wallsuptog.L.And20mm.Thick ( 1:4 ) Plastertobottomofthepit, Providingnecessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing Toentireinternalsurfaces, Topofthe Pitcovered With100 Mmthick R.C.C.Slab ( 1:1.5:3 ) Withstonechipsandnecessaryreinforcementsupto1%Andshutteringincluding6mm Thickcementplaster ( 1:4 ) Inallexternalsurfaces Ofthe Slaband One560 Mmdia. R.C.C. Manholecoverofapprovedmakesupplied, Fittedandfixedintheslabwithnecessary Fittings, Necessaryearthworkinexcavationinallsortsofsoil, Fillingsidesofthepitwith Earthand Removingspoilsafterworkcompleteinallrespectwith Allcostsoflabourand Materials.Ii ) With Bazree ( N.B Variety ) ( Sail / Tata / Rinl ) 239 Construction Ofseptictank Of Different Capacities Asper Approved Drawing With1st Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ofapprovedmakesupplied, Fittedandfixedinthe100mmthickr.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finishedwith 25Mm Thick Grey Artificialstone Over 100 Mmthick R.C.C ( 1:1.5:3 ) Bottom Slabincludingsupplying, Fittingandfixingallnecessryspecials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In Allsorts Ofsoil, Shoring, Bailingoutand Pumpingoutwaterasnecessary, Ramming, Dressingthebedand Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Con In All Respectwith Allcosts Oflabour And Materials.Aterials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. By Weight Of Cement With All Costs Of Labour And Materials. ( I ) For 10 Usersa ) With Bazree ( N.B Varity ) ( Sail / Tata / Rinl ) 240 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Workupto1.6Metrefromthebottomhaving150mmintermediatecementbrickwork ( 1:4 ) Bandallroundandcementbrickwork ( 1:4 ) Upto0.90Metrefromtopwith20mm Thickcementplastering ( 1:4 ) Toinsidefaceuptothedepthofcementbrickwork, 15Mm Thickcementplaster ( 1:4 ) Onouterfacefromtopofthewelluptog.L.And6mmthick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mmthickwithcementconc ( 1:1.5:3 ) Withstonechipswithnecessaryreinforcementand Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fittedandfixedinthecoverslabwithnecessaryfittings, Makingnacessary Arrangementsforpipeconnections, Excavationofwellincludingshoring, Dewateringand Removing The Exess Earth From The Premisesas Per Direction Completein Allrespect With All Costs Of Labour And Materials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. A ) Other Than Sail / Tata / Rinl ) 241 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 242 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic A ) Above 10 Km Upto 20 Km 250 Mm Di Pipe 243 16 Mm Dia. 1Mtr Long Fan Hook 244 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 245 2Nd Site B / Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1, 500 Mm 246 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation. 247 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) C ) ( Iii ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 3 Km. But Not Exceeding 5 Km. Including The Cost Of Carried Earth. 248 ( Ii ) Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering. N.B. Variety ( 1:3:6 ) 249 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( A ) River Bazree 250 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 251 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 252 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .F ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation 253 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 254 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 255 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Affolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ] ( I ) With 1:4 Cement Mortar A ) 10 Mm Thick Plaster 256 ( Ii ) With 1:6 Cement Mortar ( B ) 15 Mm Thick Plaster 257 ( A ) M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. ( Add Extra @ 1% For Each Addl. Floor Upto 4Th Floor And @ 1.25% For Each Addl. Floor Above 4Th Floor ) ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 258 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. 259 Priming One Coat On Timber Plastered Or On Steel Or Other Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Preparingetcon Timber . 260 Painting With Best Quality Synthetic Enamel Paints Of Approved / Make And Brand Including Smoothening Surface By Sand Preparing Etc, Including Using Of Approved. Putty Etc, On The Surface Of Necy.I ) On Timber Or Plastered Surface. With Super Gloss ( Hi-Gloss ) .A ) One Coats ( With Any Shade Except White ) 261 Protective Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Materials , Labour , Scaffolding And All Incidental Charges But Excludingthe Cost Of Primer.A ) Normal Acrylic Emulsion. ( I ) Two Coat 262 Fhtcproviding Fhtc From The Existing Ci / Di / Upvc / Hdpe / Gi / Ac Distribution Pipeline By Installing 10 Mm Dia Nb Gun Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On Thesaid Pipeline And All Othersaccessories Like Saddle Piece Of Require Size To Fit The Existing Distribution Pipeline , Specials, Nut & Bolts Rubber Sheet , Washer Etc.And Laying15 Mm Nb Pvc ( Schedule 80 ) / 20 Mm Od Hdpe ( Pe 100 , Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr 7.4 / Pn16 ) Pipes Uptorequired Length With All Necessary Specials1.0 Metre Below The Ground Connecting Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Directionsof The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The House Hold Or As Directed By Eic. Supply And Installation Of A L5mm Dia. Alloy Ironbib Cock ( Tested To 2T Kg / Cm2 ) Above 1.0 Mtr. Frorn Ground, An Alloy Stop Cock Of 15 Mm Diawith Brass Spindle ( Tested Ta 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Mediurn Duty ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Pvc / Hdpe / Ppr-C Pipe And Upto 1.0 M Above Ground Within The Premises Of Household.Note:1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd -1785And Threaded To Match With Gl Pipes As Per Is : 1239 ( Part - I ) .2. Ppr-C ( Poly Propylene Randam Copolymer ) Pipe Shall Be 3-Layer Confirming To Is :15801 Uv Stabilised & Anti-Microbiol Fusion Welded, Having Thermal Stabitity For Hot & Cold Water Supply Including All Pp-R Plain & Brass Threaded Porypropylene Random / Fittings . 3. Rate Is Exclusive Of Supply And Deliveryof10 Mm Nb Gun-Metal Ferrule.Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe 100, Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr7.4 / Pn19 ) Pipes.B ) Above 10 M Upto 20 M Length 263 250 Ohrearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. 264 A ) Depth Of Excavation Not Exceeding 1.500 Mm. 265 B ) Depth Of Excavation For Additional Depth Beyond 1500 Mm And Upto 3000 Mm But Not Requiring Shoring. 266 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150Mm Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation. 267 A ) With Earth Obtained From Excavation Of Foundation. 268 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Powdered Earth Or Local Sand. 269 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floor 270 A ) 4:2:1 Proportion. 271 Controlled Cement Concrete Grade M-30 Mix With Well Graded Stone Chips ( 20 Mm Grade ) Excluding Shuttering And Reinforcement, With Complete Design Of Concrete As Per I.S, Codesand Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineer-In-Charge. Consumption Of Cement Will Not Be Less Than 6 Bags / 300 Kg. Of Cement Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job-Mix Formula. 272 A ) From 16To 20 Mtr 273 A ) From 20 And Above 274 Controlled Cement Concrete Grade M-25 Mix With Well Graded Stone Chips ( 20 Mm Grade ) Excluding Shuttering And Reinforcement, With Complete Design Of Concrete As Per I.S, Codesand Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineer-In-Charge. Consumption Of Cement Will Not Be Less Than 6 Bags / 300 Kg. Of Cement Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job-Mix Formula. N.B. Variety ( Stone Metal ) 275 A ) From 0To 4 Mtr 276 A ) From 4To 8 Mtr 277 A ) From 8To 12 Mtr 278 A ) From 12To 16 Mtr 279 A ) From 16To 20 Mtr 280 A ) From 20 And Above 281 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) . 282 A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Ddirection Of The E.I.C. In Foundation. ( Up To G.L ) 283 B ) Steel Shuttering Or 9 Mm To 12 Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work. From G.L Upto Botam Of Heal Beam 284 Hire And Labour Charges For Shuttering For Concrete Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing And Striking Off After Completion Of Work Including Staging Upto 4 Metre Using Ply Board Or Steel Shuttering. 285 ( A ) From Bottom Of Heal Beam To Top Of O.H.R. 286 Extra For Staging Beyond 4 M With Necessary Cross Bracing And Fixtures And Removing The Same After Completion Of The Work All Complete As Per Direction Of The E.I.C. [ Mode Of Measurement : Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4 M Is Practically Un-Avoidable ) X Mean Height Of Staging Above Initial 4 M. ] 287 Reinforcement In Reinforced Conc. Work In All Sorts Of Structures Includg. Dist.Bars, Stirrups, Binders Etc., Initial Straightening And Removal Of Loose Rust ( If Necy. ) Cutting To Requisite Length, Hooking And Bending To Correct Shapde, Placing In Proper Position And Binding With 16 Gauge Balck Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundn. Basement And Upto Roof Of Ground Floor / Upto 4M. ( I ) Tor Steel / Mild Steel. Sail / Tata / Rinlfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4 M. 288 Extra For Works Beyond The Roof Of Ground Floor / Initial 4 M. To 8 Mtr. ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 289 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 290 12 M To 16M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 291 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 292 Beyond 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 293 Extra For Using Water Proofing And Plastisizing Admixer 0.2% By Weight Of Cement ( Or At Manufacturer Specified Rate ) For Concrete Of Various Grades. 294 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface, Including Throating, Nosing And Drip Course Where Necessary ( Ground Floor ) . ( A ) With 4:1 Cement Mortar ( A ) 15 Mm Thick Plaster ( Internal ) 295 I ) From Heal Beam To Top Of O.H.R 296 Ii ) From Bottom Of Heal Beam To Top Of O.H.R. 297 ( B ) With 3:1 Cement Mortar ( A ) 10 Mm Thick Plaster ( External ) I ) From G.L To Bottom Of Heal Beam. 298 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 299 Artificial Stone In Floor, Dado, Saircase Etc With Cement Concrete 1:2:4 With Stone Chips Laid In Panels As Dircted With Toping Made With Ordinary Or White Cement And Marbel Dust In Proportion 1:2 Including Smooth Finishing And Rounding Of Corners Including Raking Out Joints Or Roughning Of Concrete Surface And Application Of Cement Slurry Before Flooring Work Using Cement @1.75 Kg Per Sq.M All Complete Including All Materials And Labour.3 Mm Thick Toping25 Mm Thick 300 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per ManufacturerS Specification And As Per Direction Of E.I.C. To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour Scaffolding And All Incidental Charges But Excluding The Cost Of Primer. Normal Acrylic Emulsion. ( A ) Two Coats 301 A ) From 0To 4 Mtr 302 A ) From 4To 8 Mtr 303 A ) From 8To 12 Mtr 304 A ) From 12To 16 Mtr 305 A ) From 16To 20 Mtr 306 A ) From 20 And Above 307 Applying Exterior Grade Acrylic Primer Of Approved Quality & Brand On Plaster Or Concrete Surface Old Or New Surface To Receive Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly, Complete As Per ManufacturerS Specificationand As Per Direction Of E.I.C. 308 A ) From 0To 4 Mtr 309 A ) From 4To 8 Mtr 310 A ) From 8To 12 Mtr 311 A ) From 12To 16 Mtr 312 A ) From 16To 20 Mtr 313 A ) From 20 And Above 314 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is : 226, Is : 808 & Sp ( 6 ) -1964 Connected To One Another With Bracket Gussets As Per Desing, Direction Of E.I.C. Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is : 816-1956 & Is : 9595 Using Electrodes Of Approved Make And Brand Conforming To Is : 814-1957, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Charges Such As Electricity Charges, Labour Insurance Charges Etc. ( A ) For Structural Members Of Specified Sections Weighing Not Less Than 22.5 Kg / M. 315 Supplying, Fitting, Fixing 900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railing And 2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railing Top & Floor, Vertical Post Of Railling Are 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C. Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 316 Providing Water Thirable Non-Toxic Expoxy Coating ( Techoxy Or Equivalent Brand Of Approved Quality ) 2 ( Two ) Finished Coats Over 2 ( Two ) Of Primer Of Same Brand To The Ceiling Of Roof Dome Including Supply Of Requisite Coating Materials, Cleaning Of The Substrate Properly To Make It Free From Dirt, Paint, Oil And Grease, Sludge, Blister, Loose Plaster, Fungus, Moss And All Other Undesirable Particles Using Wire Brush, Sand Papers Etc. Including Mending Good All Damages All Complete As Per Direction Of Eic & His Satisfaction. 317 Wood Work In Door And Window Frame Fitted And Fixed Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame. Sal : Siliguri. 318 Supplying Fitting And Fixing Door Made With Irc Febric Mesh Of 75Mm X50mmx4.5Mmx2.7Mm On 50Mm X 50Mm X 6Mm Angle Iron Frames All Round And One 37.5Mm X 6Mm M.S. Flat Bar Over The Netting All Round Welded To Angle Iron Frame And Providing Locking Arrangements If Necessary And With Two Coats Of Synthetic Enamel Paint ( Other Than Hi-Gloss ) Fitted And Fixed With Clamps Or Haskal Doomney Etc. Complete At The Lantern Of R.C.C. Over Head Reservoir. 319 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 320 Supplying Fitting And Fixing In Position C.I. ( Manhole / Pit Cover With Matching Frame ) . 450 Mm X 100 Mm X 50 Kg ( Approx. ) 321 Priming One Coat On Timber, Plastered Or On Steel Orother Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Papering Etc. 322 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface Of Necessary. ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) ( I ) Two Coats ( With Any Shade Except White ) 323 ( B ) On Steel Or Other Metal Surface : With Super Gloss ( Hi-Gloss ) I ) Two Coats ( With Any Shade Except White ) 324 Supply At Site / Local Store C.I.D.F. And C.I.S.S. Pipes & Specials As Per Relvant I.S. Specification With Latest Amendments Including Cost Of Loading, Carrying, Unloading, Stacking Properly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of E.I.C. ( Mode Of Measurement Will Be On Book Weight ) . 325 Supply At Site / Local Store Sluice Valve As Per Relvant I.S. Specification With Latest Amendments Including Cost Of Loading, Carrying, Unloading, Stacking Properly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of E.I.C. ( A ) 150 Mm Dia. ( Ref W / O 1441 / Cd Dated-27 / 03 / 12 ) 326 ( B ) 250 Mm Dia. ( Gear Operated ) 327 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) . ( A ) 150 Mm Dia. 328 C ) 250 Mm Dia. 329 Erecting, Hoisting And Fitting, Fixing, Laying And Building In Position C.I. Flanged Or Socketted Pipes With Necessary Specials Like Valves, Bell-Mouth With Paddle Collers Etc. For Delivery, Overflow, Inlet And Washout Pipe Line Etc. As Shown In Drawing As Per Direction Including Supplying Fitting, Fixing Proper With M.S. Clamps Supports Stages For All Top As Of Pipes With Painting Of Specials, Pipes Complete With Two Coats Of Black Japan Over A Coat Of Red Oxide Primer. ( A ) 150 Mm Dia. 330 C ) 250 Mm Dia. 331 Earth Work In Excavation Of Trenches Of Adequate Width Having Minimum Depth To Keep The Top Surface Of Pipe 1.0 M Below Of Existing Ground Level In Any Kind Of Soil Mixed With Boulder, Road Sub-Grade And Its Flanks, Dewatering The Trenches, Preparing The Bottom Surface Of Continuous Bedding Of Pipe Line, Fitting Fixing Valves, Specials Etc. In Position, Cutting Of Pipes As Required Etc. In Position Carriage Of Materials From Local Store To Work Site, Filling Up The Trenches With Excavated Materials Consolidating The Same In Layers, Removing The Surplus Materials And Plants As Per Specification And Instruction Of The E.I.C. ( Pipes, Valves, Rubber Joints Will Be Supplied Departmentally ) .For C.I.S.S. / C.I.D.F. / D.I. Pipe Suitable For The Making Rubber Joint Of Different Sizes. ( A ) 150 Mm Dia. 332 C ) 250 Mm Dia. 333 Construction Of Masonry Sluice Valve Chamber As Per Departmental Drawing With Brick Work In Cement Mortar ( 6:1 ) Including Necessary Earth Work In Excavation And Back Filling, Cement Concrete ( 8:4:1 ) With Jhama Khoa Over Single Brick Flat Soling In Foundation, 100 Mm Thick R.C.C. Slab ( 4:2:1 ) With 1.20% Reinforcment And Necessary Shuttering, Plastering All Inner And Outer Surface With Sand And Cement Mortar 15 Mm X 150 Mm C.I. Surface Box Embedded Into The R.C.C. Slab, Overhauling The Valves ( If Necessary ) All Complete Includng Cost Of All Materials And Labour ( Only Valves With Tail Pieces Will Be Supplied From Local Departmental Store ) . ( A ) For 250 Mm Dia. Sluice Valve. 334 ( B ) For 150 Mm Dia. Sluice Valve. 335 Making Arrangement For Water Tightness Test Of R.C.C. Overhead Reservoir Conforming To The Provisions Laid Down In Is : 3370 ( Part-I ) 1965, By Filling With Water Upto Top Water Level ( Twl ) As Shown In The Drawing And As Per Direction Of E.I.C. Including The Arrangement Of Water, Its Carriage & Lifting By Necessary Pipes, Fittings And Pumping Machinery Etc. All Required For The Purpose. 336 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc. Complete. 337 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) . ( A ) 150 Mm Dia. 338 C ) 250 Mm Dia. 339 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) . ( I ) 150 Mm Dia. @ 0.146Kg Bleaching Powder / M Length Of Pipe. 340 ( Ii ) 250 Mm Dia. @ 0.405 Kg. Bleaching Powder / M Length Of Pipe. 341 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eicc ) Above 10 Km Upto 20 Km 342 Earth Work In Excavation Trenches Or Drains In All Sorts Of Soil Including Removing Spreading Or Stacking The Spoil Within A Lead Of 75M. As Directed .The Items Includes Necessary Trimming The Sides Of Trenches Levelling Dressing And Ramming The Bottom .Bailing Out Water As Required Complete. I ) Depth Of Excavation Not Exceeding 1.50M 343 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth , In Layers Not Exceeding 150Mm. Including Watering And Ramming Etc. Layer By Layer Complete ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation. 344 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 345 Ordinary Cement Concrete M-20 ( Mix 3:1:5;1 ) With Graded Stone Chips ( 20 Mm Down ) Excluding Shuttering And Reinforcement .If Any , In Ground Floor, As Per I.S. 456-2000.I ) River Bozree. 346 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars , Stirrups , Binders Etc, Including Supply Of Rods Initial Straightening And Removal Loose Rust ( If Necessary, ) Cutting To Correct Shape , Placing In Proper Position And Binding With 16Gauge Black Annealed Wire At Every Instruction Complete As Per Drawing And Direction Of E.I.C.I ) Tor Steel / Mild Steel. 347 Hire And Labour Charges For Shuttering With Centreing And Necessary Staging Up To 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slab . Beams , Columns, Lintels Curved Or Straight Including Fitting Fixing And Striking Out Of Completion Of Works ( Up To Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Thick Shuttering With Out Staging And Foundation Etc, 348 Plaster ( To Wall, Floor , Ceiling Etc, ) With Sand And Cement Mortar Including Rounding Off Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface Including Throating , Nosing And Drip Course Where Necessary ( Ground Floor ) .. With Cement Mortar ( 4:1. ) .15 Mm Thick Plaster. 349 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 350 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 49841995 With Latest Revision & Amendments If Any With Necessary Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Of Hydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6 ( I ) Laying Of Pipe Line Including Cost Of Pipe Only Excluding Cost Of Specials / Fittings Valves.B ) 90Mm ( Od ) 351 B ) 110 Mm ( Od ) 352 C ) 125Mm ( Od ) 353 D ) 140 Mm ( Od ) 354 E ) 160 Mm ( Od ) 355 E ) 180 Mm ( Od ) 356 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 357 B ) 110 Mm ( Od ) 358 C ) 125Mm ( Od ) 359 D ) 140 Mm ( Od ) 360 E ) 160 Mm ( Od ) 361 E ) 180 Mm ( Od ) 362 A ) For Ci / Di Pipeb ) 150 Mm Dia 363 C ) 200 Mm Dia 364 E ) 300 Mm Dia 365 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 366 B ) 110 Mm ( Od ) 367 C ) 125Mm ( Od ) 368 D ) 140 Mm ( Od ) 369 E ) 160 Mm ( Od ) 370 E ) 180 Mm ( Od ) 371 A ) For Ci / Di Pipeb ) 150 Mm Dia 372 C ) 200 Mm Dia 373 E ) 300 Mm Dia 374 Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 150 Mm Dia. 375 C ) 200 Mm Dia. 376 E ) 300 Mm Dia. 377 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150 Mm Dia. 378 C ) 200 Mm Dia. 379 E ) 250 Mm Dia. 380 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 381 I ) 200 Mm Dia Pipe 382 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic. 383 Making Barricading Of Excavation Trenches Of Road Width Upto 15Mtr. To Avoid Any Accident By Providing 75Mm Dia Bamboo Post Placed Vertically & Horizontally With The Help Of 6”Size Iron Rail As Per Direction And Satisfaction Of Eic. ( Applicable Where Critical Situation Arise And Take Up The Work As Per Direction Of Eic ) 384 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 385 Making Village Roadcrossing ( Average 3 M Width ) By Horizontal Augor Boring For Accmodation Of Laying Of Average 3 ( Three ) Nos 15 Mm Dia Gi Pipe For Fhtc Or As Per Direction Of Eic. 386 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( B ) River Bazree 387 Bamboo Pile Walling Made Of 65 Mm To 75 Mm Dia. Bamboo ( In Single Line ) Driven About Half Length Into The Ground At Very Close Spacing Side By Side Including Necessary Bamboo Stays Ties Runners Etc And Lining The Exposed Portion With Sheets Made Form Cutdrums Fitted And Fixed Complete As Per Direction. 388 Supply And Delivery Of Cidf Sluice Valve ( Special Type ) Pw-1.00 Of Different Dia Make With Ci Double Flanged Non Rusting Spindle Sluice Valves Conforming To Is 14846 -2000 With Latest Emended Having Body Dome / Bonnet And Cover Of C.I.Gr-F.G 210Mtr. Spindle Of Is-6603 G.R- 12 / Gr-13 Non-Magnetic, Nuts Seat Rings Are Of Gunonetal As Per Is:318 Ltb-2 Flanges And Drilled To Is:1538 Part Iv & Vi Valves Are Suitable For Max. Working Pressure Of 10Kg / Cm2 ( Seat Test ) And Body Tested To 15Kg / Cm2. N.B: The Above Item Should Be Procured From The Reputed Manufactures As Per Deptt. Approved Vender List150 Mm Dia 389 200 Mm Dia

BRR : 6899484 Tender For Execution Of Different Works Related To Baisguri Khanda Pipe Water Supply Scheme Under Jal Jeevan Mission- 1 Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 2 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 3 60 Mtr. To 90 Mtr. 4 90 Mtr. To 120 Mtr. 5 120 Mtr. To 144 Mtr. 6 Electro-Logging Charge. 7 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 8 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 9 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 10 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 11 Cost Of Consumables For Drilling Rigs And Machineries. 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 13 B ) 200 Mm Dia. 14 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 15 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 16 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 17 B ) 250 Mm Dia. 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 21 Water Sample Collection And Chemical Test Including Arsenic Test. 22 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 23 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 24 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 25 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 26 Tubewelldrilling By Reverse Rotary Method Of Drilling Using 9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Including Cost Of Fuels And Lubricants Etc. As Required For Drilling. 27 Rate For Drilling By 17.5 Dia. Bita ) From 6 Mtr. To 60 Mtr. 28 60 Mtr. To 90 Mtr. 29 90 Mtr. To 120 Mtr. 30 120 Mtr. To 144 Mtr. 31 Electro-Logging Charge. 32 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 33 Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 34 Transportation Cost Of Drilling Equipment And Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloading The Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 35 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc 36 Cost Of Consumables For Drilling Rigs And Machineries. 37 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) A ) 250 Mm Dia. 38 B ) 200 Mm Dia. 39 Supply And Delivery Of Upvc Deep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) A ) 200 Mm Dia. 40 Supply And Delivery Of Upvc Reducera ) 250Mm X 200 Mm Dia. 41 Supply And Delivery Of Upvc Capa ) 200 Mm Dia. 42 B ) 250 Mm Dia. 43 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 44 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 45 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Including To & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 46 Water Sample Collection And Chemical Test Including Arsenic Test. 47 Protective Sealing The Annular Space Between Tube Well Pipes & The Bore By Bentonite Clay Balls / Cement Slurry Above The Shrouded Gravels ( 3 M. Height ) . 48 Packing The Annular Space Between The Outsides Of The Housing Pipe & The Bore With Puddle Clay Balls Of Approved Size As Per Direction Of E.I.C. Including Cost Of All Materials, Labour Complete. 49 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 :1986. 50 Labour For Making Arrangement For Showing Verticality Test Including The Cost For Hire Charges Of Tools And Plants, Scafolding, Labour Etc. All Complete 51 Rising Cum Delivery Mainsupply Of Cidf & Specials As Per Is 1338-1992 52 Supply And Delivery Of Cidf Sluice Valve As Per I.S 14484-2000 ( Upadhaya / L&T / Kirlosker / Venus / Hazra ) I.S.I Make P.N -1.6.I ) 150 Mm Dia. 53 Ii ) 200 Mm Dia. 54 Iii ) 250 Mm Dia. 55 Supply Of C.I. Jeffy Coupling ( Flexible ) Joint Complete With Studtsnuts Bolts, Rubbon Sealing Reing As Per I.S.Specification.I ) 150 Mm Dia. 56 Ii ) 200 Mm Dia. 57 Iii ) 250 Mm Dia. 58 Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 80 Mm Dia. 59 150 Mm Dia 60 200 Mm Dia 61 250 Mm Dia 62 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .80 Mm Dia 63 150 Mm Dia 64 200 Mm Dia 65 250 Mm Dia 66 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .80 Mm Dia 67 150 Mm Dia 68 200 Mm Dia 69 250 Mm Dia 70 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 71 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150 Mm Dia. 72 C ) 200 Mm Dia. 73 E ) 250 Mm Dia. 74 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) .B ) 100 Mm Dia. 75 A ) 80 Mm Dia. 76 C ) 150 Mm Dia. 77 D ) 200 Mm Dia. 78 D ) 250 Mm Dia. 79 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 80 I ) 200 Mm Dia Pipe 81 I ) 250 Mm Dia Pipe 82 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic.B ) 150Mm.Dia.To 200Mm.Dia Pipe 83 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic.Upto 20 Km ( Above 50 Km Extra Cost 57 Rs / Km ) 84 Hw Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 85 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150Mm Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation 86 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) . 87 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And 1Illing Joints With Local Sand. 88 Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion 89 Ordinary Cement Concrete Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Exciuding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes.River Bazree 90 A ) 25 Mm To 30 Mm Shuttering Without Staging, In Foundation 91 B ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of E.I.C. In Foundation. 92 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 93 Brick Work With Ist Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 94 B ) In Superstucture, Ground Floor. 95 Artificial Stone In Floor, Itado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Iaid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rounding Off Corners Including Raking Out Joints Or Roughening Of Concrete Surface And Application Of Cement Slurry Betore Flooring Works Using Cement 175 Kg / Sq.M All Complete Including All Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 96 Wood Work In Door And Window Frame Fitted And Fixed In Position Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame Exluding Cost Of Concrete, Iron Butt Himges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal: Siliguri 97 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Costof Concrete Will Be Paid Separately ) ( I ) 40Mm X Bmm, 200Mm Length 98 Supplyof Fan Hook. 99 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface.I ) With 1:6 Cement Mortara ) 20 Mm Thick Plaster 100 B ) 15 Mm Thick Plaster 101 Ii ) With 1:4 Cement Mortarc ) 10 Mm Thick Plaster 102 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc 103 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufacturerS Specification.In Ground Floor ( I ) One Coat On New Surface 104 Ii ) Two Coats. 105 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 106 A ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc 107 ( B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 108 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening.Surtace By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary. ( A ) On Timber Or Plastered Surface With Super Gloss ( Hi-Gloss ) .Two Coat ( With Any Shade Except White 109 B ) On Steel Surfacei ) One Coat ( With Any Shade Except White 110 Panel Shutters Of Door And Window, Asper Design ( Each Panel Consisting Of Single Plank Without Joint ) , Including Fitting And Fixing The Same In Position But Excluding The Cost Of Hinge And Other Fittings. In Ground Floor. ( I ) 35 Mm Thick Shutters With 19 Mm Thick Panel Of Size 30 To 45 Cm.A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 111 Glazed Shutter Of Door , Windows, Fan Light Clerestory Window Etc. As Per Designe ( With Ordinary Glassof 7.4 Kg / Sq.M. 3 Mm Thick ) Fitted With Putty Bed And Teak Wood Bead Cost Of Hings And Other Fittings And Fixing Shutter In Position But Excluding The Cost Of Hinges And Other Fittings .Cost Of Glass Putty Wooded Beads Etc Will Be Separately.35 Mm Thick Shutter .A ) Sishu, Gamar, Champ, Bhola, Mogra, Hallak. 112 Sipplyng Best Indian Sheet Glass Panes Set In Putty And Fited And Fixrd Witlh Ails And Putty Conmplete. ( In All Floors For Internal Wall& Upto 6 Nm Height For External Wall. ( I ) 4 Mm Thick 113 Ms.Or W.I Ornamental Grill Of Approved Design Joints Continuously Welded With M.S.W.Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Rround Floor. ( I ) Gril Weighing Above 10 Kt. / Sq Mtr And Up To 16 Kg. / Sq, Mtr. 114 I ) 300 Mm.Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting. 115 ( I ) 150 Mm X5.5 Mm .Iron Door Handle Of Approved Quality Fitted And Fixed Complete: 116 ( Ii ) 100 Mm X 5 Mm. 117 I ) Sal Siliguri.A ) With 75 Mm Iron Butt-Hingesupplying, Fitting And Fixing Hinge Cleat In Position Excluding The Cost Hinge And Other Fittings. 118 I ) Sal: Siliguri.B ) With 50 Mm Iron Butt-Hinge 119 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark.I ) 50 Mm. X 37Mm. X 1.50Mm 120 ( I ) 75Mm. X 40Mm. X 1.12Mm. 121 ( I ) 100Mm. X 50Mm. X 1.25Mm 122 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete.A ) 100Mm Long X 10Mm Dia Bolt. 123 B ) 150Mm Long X 10Mm Dia Bolt. 124 Chalmp For Fan Light Fitted & Fixed Complete 125 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttèring Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 126 Supplying P.V.C. Water Storage Tank Of Approved Quality With Closed Top With Lid ( Black ) -Multilayer ( A ) 500 Litre Capacity. 127 Labour For Hoisting Plastic Water Storage Tank 128 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reduing Socket, Reducing Tee Short Piece Etc. Fitted With Holder Bats Clamps, Including Cutting Pipes, Making Threads Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Nece [ Sarý Fittings Required, Jointing Materials And Two Coats Of Painting With Approved Paint In Any Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Total Pipe Line Includingall Pecials.No Separate Payment Will Be Made For Accesories, Specials. ( Payment For Painting Will Be Made Seperately ) ( I ) 25 Mm Dia. Medium Quality 129 ( Ii ) 15 Mm Dia. Medium Quality 130 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 131 Supplying, Titting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21Kg Per Sq. Cm. ( For Water Lines Only ) .I ) 25 Mm Dia. 132 Ii ) 20 Mm Dia. 133 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm.I ) 15 Mm Dia 134 Supply Of Upvc Pipes & Fittings Etc. Conforming To Is-13592-1992I ) Door Tee 110 Mm 135 Ii ) Vent Cowl 110 Mm 136 ( Ii ) Door Bend ( T.S. ) 110 Mm 137 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992A ) Single Socket 3 Meter Length. ( I ) 110 Mm . 138 Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position . ( I ) 530 Mm X 410 Mm. 139 Supplying , Fitting , Fixing Cast Iron P Or S Trap Conforming To Is: 3989 / 1970 / And 1729 / 1964 Incl. Lead Caulked Joints And Painting Two Coats To Exposed Surface . ( Painting To Be Separately ) .A ) S Trap I ) 100 Mm Dia . 140 Supplying , Fitting , Fixing, 10 Liter P.V.C. Low-Down Cistern Conforming To I.S Specification With P.V.C. Fittings Complete.C.I. Brackets Incl. Two Coats Of Painting To Bracket Etc.I ) White 141 Construction Of Inspection Chamber Measure 600Mm X 600Mm X Upto 600Mm ( Depth ) With250 Mm Thick 1St Class Brick Wwk In Cement Mortr ( 1:4 ) On All Sides, Bottom Of The Pit Conuntng Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling15 Mm Thick ( 1:4 ) Cenent Plster To Inside Walls.A ) With Bazree ( N.B Varity ) 142 Constrution Of Septic Tank Of Differont Apacities As Per Approved Drawng Wilh 1St Class Bck Work M Cement Mortar ( L:4 ) Includng Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ot Approved Make Supplod, Iitted And Fned In The 100M Thick R.C.C ( I:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 :1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 :1 ) To Outside Wall Upto 200 Mm Below6. Floor Tunished With 25 Mm Thick Grey Artificata ) For 10 Usersi ) With Baztee [ N.B Varitv ] 143 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Ceiment Brick Work ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick.With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00 M Inside Dia. 144 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 145 Supplying. Fitting And Fixing Fibre Reinforced Polymer ( Frp ) Composite Door Frame As Per Approved Section With Glass Fibre Reinforced Plastic Mouided Skins And A Special Sandwich Core, So As To Impart Monolitaheic Composite Structure As Per Approved Technologydepartment Of Science And Technology ( Dst ) To Safisty Is: 4020 Door Testing Performanc ( I ) 66 Mm X 90 Mm 146 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 147 Hw Site Boundary Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1.500 Mm. 148 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth , In Layers Not Exceeding 150Mm. Including Watering And Ramming Etc. Layer By Layer Complete ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation. 149 Cement Concrete ( 1:3:6 ) With 30 Mm Down Graded Excluding Shuttering.A ) 6:3:1 Proportion. 150 Ordinary Cement Concrete M-20 ( Mix 3:1:5;1 ) With Graded Stone Chips ( 20 Mm Down ) Excluding Shuttering And Reinforcement .If Any , In Ground Floor, As Per I.S. 456-2000.I ) River Bozree. 151 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 152 Hire And Labour Charges For Shuttering With Centreing And Necessary Staging Up To 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slab . Beams , Columns, Lintels Curved Or Straight Including Fitting Fixing And Striking Out Of Completion Of Works ( Up To Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Thick Shuttering With Out Staging And Foundation Etc, 153 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 154 Plaster ( To Wall, Floor , Ceiling Etc, ) With Sand And Cement Mortar Including Rounding Off Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface Including Throating , Nosing And Drip Course Where Necessary ( Ground Floor ) .. With Cement Mortar ( 6:1. ) .15 Mm Thick Plaster. 155 With Cement Mortar ( 6:1. ) .20 Mm Thick Plaster. 156 With Cement Mortar ( 4:1 ) 10 Mm Thick. 157 Neat Cement Punning About 1.5Mm Thick In Wall , Dado , Window, Sills Floor Drain Etc, 158 Priming One Coat On Timber Plastered Or On Steel Or Other Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Preparingetcon Timber . 159 Painting With Best Quality Synthetic Enamel Paints Of Approved / Make And Brand Including Smoothening Surface By Sand Preparing Etc, Including Using Of Approved. Putty Etc, On The Surface Of Necy.I ) On Timber Or Plastered Surface. With Super Gloss ( Hi-Gloss ) .A ) One Coats ( With Any Shade Except White ) 160 Protective Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Materials , Labour , Scaffolding And All Incidental Charges But Excludingthe Cost Of Primer.A ) Normal Acrylic Emulsion. ( I ) Two Coat 161 Earth Work In Filling Compound , Tank , Low Sand Ditches Etc, Good Earth, In Layer Not Exceeding 250Mm Including Breaking Clods & Consolidating The Same By Ramming And Dressing Complete Etc. Layer By Layercompletei ) With Carried Earth Arrangement By The Contractor Within A Radius Of 3Km Including The Cost Of Carriage But Not Exceeding 5Km 162 M.S. & Wi Ornamental Grill Of Approved Design Joints Continuously Welded With Ms.Wi. Flats And Bars Of Windows Railing Etc. Fitted And Fixed With Necessary Screws Andlugs In Ground Floor. ( I ) Grill Weighing Above 10Kg / Sq.M. And Up To16kg / Sqm. 163 125 Mm Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) With1st Class Brick In All Floor. 164 2Nd Site P / Houseearth Work In Excavation Of Foundation Trenches Or Drains Or Septic Tank Soak Well Etc. In All Sorts Of Soil ( Including Mixed Soil But Excluding Latarite Or Sand Stone ) Including Removing Spreading Or Stack-Ingthespoilswithinaleadof75m.Asdirected.Theitem Includesnecessarytrimmingthesidesofthetrenches, Leveling Dressing And Ramming The Bottom, Bailing Or Pumping Out Water Etc. Asrequiredcomplete. Depthofexcavationnotexceeding1.5Mtr. But Not Requiring Shoring 165 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 15Cm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On Basis Of Measurementof Finishedquantity Ofwork ) A. With Earth Obtained From Excavation Of Foundation 166 Filling In Foundation Or Plinth By Fine Sand In Layers Not Exceeding 150 Mm As Directed & Consolidating Same By Throughsaturationwithwaterandramming Completeincluding The Costofsupplyofsand. ( Paymenttobemadeonthebasisof Measurement Of Finished Quantity Of Work. ) ( A ) By Fine Sand. 167 Singlebrickflatsolingofpicked Jhamabricksincludingramming&Dressingbedtoproperlevel& Fillingjointswithpowderedearthorlocalsandincludingcostof Sand Etc Complete As Per Direction & Specification. 168 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floora ) 6:3:1 Proportion. 169 Ordinarycementconcrete ( Mix1:1.5:3 ) Withgradedstonechips ( 20Mmnominalsize ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 170 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approvedstoutpropsandthickhardwoodplanksofapprovedthicknesswithrequired Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .A ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation. 171 B ) 25 Mmto30 Mmthick Wooden Shuttering Asper Decision& Ddirectionofthee.I.C. In Foundation. 172 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 173 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( A ) In Foundation And Plinth 174 ( B ) In Superstructure, Ground Floor 175 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) Andmarbledustinproportion ( 1:2 ) Includingsmoothfinishingandroundingoffcorners Includingrakingoutjointsorrougheningofconcretesurfaceandapplicationofcement [email protected] / Sq.Mallcompleteincludingall Materials And Labour.In Ground Floor. ( I ) 35 Mm. Thick 176 Woodworkindoorandwindowframefittedandfixedinpositioncompleteincludinga Protective Coatofpainting Atthe Contactsurface Ofthe Frameexluding Costofconcrete, Iron Butt Hinges And M.S Clamps. ( The Quantum Should Be Correted Upto Three Decimals ) .A ) Sal : Siliguri 177 Supplying, Fitting And Fixing M.S. Clamps For Door And Window Frame Made Of Flat Bent Bar, End Bifurcated With Necessary Screws Etc. By Cement Concrete ( 1:2:4 ) As Per Direction. ( Cost Of Concrete Will Be Paid Separately ) ( I ) 40Mm X 6Mm, 200Mm Length 178 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamferingcornersasdirectedandrakingoutjointsincludingthroating, Nosingand Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ( I ) With 1:6 Cement Mortar ( A ) 20 Mm Thick Plaster 179 ( B ) 15 Mm Thick Plaster 180 ( Ii ) With 1:4 Cement Mortar ( A ) 10 Mm Thick Plaster 181 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 182 Applyingdecorativecementbasedpaintofapprovedqualityafterpreparingthesurface Includingscrapingthesamethoroughly ( Plasteredorconcretesurface ) Asper ManufacturerS Specification.A ) In Ground Floor: ( I ) Two Coats. 183 Protectiveanddecorativeacrylicexterioremulsionpaintofapprovedquality, Asper ManufacturerS Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rateincludes Costofmaterial, Labour, Scaffoldingand Allincidental Charges But Excluding The Cost Of Primer.A ) In Ground Floor ( Two Coat ) ( I ) Normal Acrylic Emulsion 184 ( A ) Primingonecoatontimberorplasteredsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 185 ( B ) Primingonecoatonsteelorothermetalsurfacewithsyntheticoilboundprimerof Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 186 Paintingwithbestqualitysyntheticenamelpaintofapprovedmakeandbrandincluding Smootheningsurfaceby Sandpaperingetc.Includingusingofapproved Puttyetc.Onthe Surface, If Necessary : ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) -I ) Two Coat ( With Any Shade Except White ) 187 ( B ) On Steel Surface : With Super Gloss ( Hi-Gloss ) -I ) One Coat ( With Any Shade Except White ) 188 Panelshuttersofdoorandwindow, Asperdesign ( Eachpanelconsistingofsingleplank Withoutjoint ) , Includingfittingandfixingthesameinpositionbutexcludingthecostof Hinge And Other Fittings.In Ground Floor. ( I ) 35Mm Thick Shutters With 19Mm Thick Panel Of Size 30To 45 Cm.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 189 Glazedshuttersofdoors, Windows, Fanlight, Clerestorywindowsetc.As Perdesign ( With Ordinary Glass Of 7.4Kg. / Sq.M. 3Mm. Thick ) Fitted With Putty Bed And Teak Wood Bead And Nailsincludingfittingandfixingshutterinpositionbutexcludingthecostofhingesand Other Fittings. Cost Of Glass, Putty, Wooded Beads Etc.Will Be Paid Separately. ( I ) 35Mm Thick Shutters.A ) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak. 190 Supplying Best Indian Sheet Glass Panes Set In Putty And Fitted And Fixed With Nails And Putty Complete. ( In All Floors For Internal Wall & Upto 6 M Height For External Wall ) ( I ) 4 Mm Thick 191 M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flatsand Barsofwindows, Railingetc.Fittedand Fixedwithnecessaryscrewsandlugsin Ground Floor.I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 192 Iron Hasp Bolt Of Approved Quality Fitted And Fixed Complete ( Oxidised ) With 16Mm Dia Rod With Centre Bolt And Round Fitting.I ) 300 Mm 193 Iron Door Handle Of Approved Quality Fitted And Fixed Complete: ( I ) 150Mm X 5.5Mm. 194 ( Ii ) 100Mm X 5Mm. 195 Supplying, Fittingandfixinghingecleatinpositionexcludingthecosthingeandother Fiffitngs.A ) With 75Mm Iron Butt-Hingei ) Sal : Siliguri. 196 B ) With 50Mm Iron Butt-Hingei ) Sal : Siliguri. 197 Iron Butt Hinges Of Approved Quality Fitted And Fixed With Steel Screws, With Isi Mark. ( I ) 50Mm. X 37Mm. X 1.50Mm. 198 ( Ii ) 75Mm. X 40Mm. X 1.12Mm. 199 ( Iii ) 100Mm. X 50Mm. X 1.25Mm. 200 Iron Socket Bolt Of Approved Quality Fitted And Fixed Complete. ( A ) 100Mm Long X 10Mm Dia Bolt. 201 ( B ) 150Mm Long X 10Mm Dia Bolt. 202 Cord For Fan Light Fitted & Fixed Complete. 203 Precast Pierced Concrete Jally Work As Per Design And ManufacturerS Specification Including Moulding Etc. With Stone Chips And Necessary Reinforcement Shuttering Complete Including Fitting, Fixing In Position In All Floors. ( A ) 37.5 Mm Thick Panels 204 Supplyingp.V.C.Waterstoragetankofapproved Qualitywithclosed Topwith Lid ( Black ) - Multilayer ( A ) 500 Litre Capacity 205 Labour For Hoisting Plastic Water Storage Tank. ( I ) Upto 1500 Litre Capacity. ( A ) Upto 1St Story From G.L. 206 Supplying, Fitting And Fixing G.I. Pipes Of Tata Make With All Necessary Accessories, Specials Viz. Socket, Bend, Tee, Union, Cross, Elbo, Nipple, Longscrew, Reducing Socket, Reducing Tee, Shortpieceetc.Fittedwithholderbatsclamps, Includingcuttingpipes, Makingthreads, Fitting, Fixing Etc. Complete In All Respect Including Cost Of All Necessary Fittings As Required, Jointing Materialsand Twocoatsofpainting With Approved Paint Inany Position Above Ground. ( Payment Will Be Made On The Centre Line Measurements Of Totalpipe Line Including All Specials. No Separate Payment Will Be Made For Accesories, Specials. Payment For Painting Will Be Made Seperately ) ( I ) 20 Mm Dia. Medium Quality. 207 ( Ii ) 15 Mm Dia. Medium Quality 208 Labour For Punching Hole In Plastic Water Storage Tank Upto 50 Mm Dia. 209 Supplying, Fitting And Fixing Gunmetal Wheel Valve Of Approved Brand And Make Tested To 21 Kg Per Sq. Cm. ( For Water Lines Only ) . ( I ) 15 Mm Dia. 210 ( Ii ) 20 Mm Dia. 211 Supplying, Fittingand Fixing Alloyironwithbrassspindlebib Cock / Stopcockofapproved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq. Cm. ( I ) 15 Mm Dia. 212 Supply Of Upvc Pipes & Fittings Conforming To Is-13592-1992 ( I ) Door Tee , A ) 110 Mm 213 ( Ii ) Vent Cowl , A ) 110 Mm 214 ( Iii ) Door Bend ( T.S. ) , A ) 110 Mm 215 Supply Of Upvc Pipes ( B Type ) & Fittings Conforming To Is-13592-1992 ( A ) ( I ) Single Socketed 3 Meter Lengtha ) 110 Mm 216 Supplying, Fitting And Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make In Position Complete Excluding P Or S Trap ( Excluding Cost Of Concrete For Fixing ) . ( I ) 530 Mm X 410 Mm 217 Supplying, Fitting And Fixing Cast Iron P Or S Trap Conformimg To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .A ) S Trapi ) 100 Mm Dia 218 Supplying, Fitting And Fixing 10 Litre P.V.C. Low-Down Cistern Conforming To I.S. Specification With P.V.C. Fittings Complete, C.I. Brackets Including Two Coats Of Painting To Bracket Etci ) White 219 Constructinginspectionpitofinsidemeasurement600 Mmx600mmxupto600mm ( Depth ) With 250 Mm Thick 1St. Class Brick Work In Cement Mortar ( 1:4 ) On All Sides, Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Ofjhamabrickflatsoling, 15Mmthick ( 1:4 ) Cementplastertoinsidewallsandout-Side Wallsuptog.L.And20mm.Thick ( 1:4 ) Plastertobottomofthepit, Providingnecessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing Toentireinternalsurfaces, Topofthe Pitcovered With100 Mmthick R.C.C.Slab ( 1:1.5:3 ) Withstonechipsandnecessaryreinforcementsupto1%Andshutteringincluding6mm Thickcementplaster ( 1:4 ) Inallexternalsurfaces Ofthe Slaband One560 Mmdia. R.C.C. Manholecoverofapprovedmakesupplied, Fittedandfixedintheslabwithnecessary Fittings, Necessaryearthworkinexcavationinallsortsofsoil, Fillingsidesofthepitwith Earthand Removingspoilsafterworkcompleteinallrespectwith Allcostsoflabourand Materials.Ii ) With Bazree ( N.B Variety ) ( Sail / Tata / Rinl ) 220 Construction Ofseptictank Of Different Capacities Asper Approved Drawing With1st Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Ofapprovedmakesupplied, Fittedandfixedinthe100mmthickr.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finishedwith 25Mm Thick Grey Artificialstone Over 100 Mmthick R.C.C ( 1:1.5:3 ) Bottom Slabincludingsupplying, Fittingandfixingallnecessryspecials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In Allsorts Ofsoil, Shoring, Bailingoutand Pumpingoutwaterasnecessary, Ramming, Dressingthebedand Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Con In All Respectwith Allcosts Oflabour And Materials.Aterials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. By Weight Of Cement With All Costs Of Labour And Materials. ( I ) For 10 Usersa ) With Bazree ( N.B Varity ) ( Sail / Tata / Rinl ) 221 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Workupto1.6Metrefromthebottomhaving150mmintermediatecementbrickwork ( 1:4 ) Bandallroundandcementbrickwork ( 1:4 ) Upto0.90Metrefromtopwith20mm Thickcementplastering ( 1:4 ) Toinsidefaceuptothedepthofcementbrickwork, 15Mm Thickcementplaster ( 1:4 ) Onouterfacefromtopofthewelluptog.L.And6mmthick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mmthickwithcementconc ( 1:1.5:3 ) Withstonechipswithnecessaryreinforcementand Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fittedandfixedinthecoverslabwithnecessaryfittings, Makingnacessary Arrangementsforpipeconnections, Excavationofwellincludingshoring, Dewateringand Removing The Exess Earth From The Premisesas Per Direction Completein Allrespect With All Costs Of Labour And Materials. With 250 Mmthick Drybrick Workand 250Mmthickcement Brickwork ( 1:6 ) And 1.00M Inside Dia. A ) Other Than Sail / Tata / Rinl ) 222 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 223 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eic A ) Above 10 Km Upto 20 Km 250 Mm Di Pipe 224 16 Mm Dia. 1Mtr Long Fan Hook 225 Supplying Fitting Fixing Best Quality Digital Printed Ceramic Tiles In Colour Decorative In Wall 1& Ftloor To Match With.Complete. 226 2Nd Site B / Wallearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.A ) Depth Of Excavation Not Exceeding 1, 500 Mm 227 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation. 228 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) C ) ( Iii ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 3 Km. But Not Exceeding 5 Km. Including The Cost Of Carried Earth. 229 ( Ii ) Cement Concrete With 30 Mm Down Graded Shingles Excluding Shuttering. N.B. Variety ( 1:3:6 ) 230 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( A ) River Bazree 231 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. ( I ) River Bazree 232 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Other That Tor Steel / Mild Steelsail / Tata / Rinl 233 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) .F ) 25 Mm To 30 Mm Shuttering Without Staging In Foundation 234 B ) ) 25 Mm To 30 Mm Thick Wooden Shutter As Per Decision & Direction Of Engineer-In-Charge. 235 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor. 236 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Including Throating, Nosing And Drip Course, Affolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Of Chipping Over Concrete Surface ] ( I ) With 1:4 Cement Mortar A ) 10 Mm Thick Plaster 237 ( Ii ) With 1:6 Cement Mortar ( B ) 15 Mm Thick Plaster 238 ( A ) M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. ( Add Extra @ 1% For Each Addl. Floor Upto 4Th Floor And @ 1.25% For Each Addl. Floor Above 4Th Floor ) ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr. 239 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. 240 Priming One Coat On Timber Plastered Or On Steel Or Other Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Preparingetcon Timber . 241 Painting With Best Quality Synthetic Enamel Paints Of Approved / Make And Brand Including Smoothening Surface By Sand Preparing Etc, Including Using Of Approved. Putty Etc, On The Surface Of Necy.I ) On Timber Or Plastered Surface. With Super Gloss ( Hi-Gloss ) .A ) One Coats ( With Any Shade Except White ) 242 Protective Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required . The Rate Includes Cost Of Materials , Labour , Scaffolding And All Incidental Charges But Excludingthe Cost Of Primer.A ) Normal Acrylic Emulsion. ( I ) Two Coat 243 Fhtcproviding Fhtc From The Existing Ci / Di / Upvc / Hdpe / Gi / Ac Distribution Pipeline By Installing 10 Mm Dia Nb Gun Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On Thesaid Pipeline And All Othersaccessories Like Saddle Piece Of Require Size To Fit The Existing Distribution Pipeline , Specials, Nut & Bolts Rubber Sheet , Washer Etc.And Laying15 Mm Nb Pvc ( Schedule 80 ) / 20 Mm Od Hdpe ( Pe 100 , Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr 7.4 / Pn16 ) Pipes Uptorequired Length With All Necessary Specials1.0 Metre Below The Ground Connecting Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Directionsof The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The House Hold Or As Directed By Eic. Supply And Installation Of A L5mm Dia. Alloy Ironbib Cock ( Tested To 2T Kg / Cm2 ) Above 1.0 Mtr. Frorn Ground, An Alloy Stop Cock Of 15 Mm Diawith Brass Spindle ( Tested Ta 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Mediurn Duty ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Pvc / Hdpe / Ppr-C Pipe And Upto 1.0 M Above Ground Within The Premises Of Household.Note:1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd -1785And Threaded To Match With Gl Pipes As Per Is : 1239 ( Part - I ) .2. Ppr-C ( Poly Propylene Randam Copolymer ) Pipe Shall Be 3-Layer Confirming To Is :15801 Uv Stabilised & Anti-Microbiol Fusion Welded, Having Thermal Stabitity For Hot & Cold Water Supply Including All Pp-R Plain & Brass Threaded Porypropylene Random / Fittings . 3. Rate Is Exclusive Of Supply And Deliveryof10 Mm Nb Gun-Metal Ferrule.Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Pe 100, Pn16 ) / 20 Mm Od Ppr-C ( Class -Sdr7.4 / Pn19 ) Pipes.B ) Above 10 M Upto 20 M Length 244 250 Ohrearth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Lateriatc Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Leveling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. 245 A ) Depth Of Excavation Not Exceeding 1.500 Mm. 246 B ) Depth Of Excavation For Additional Depth Beyond 1500 Mm And Upto 3000 Mm But Not Requiring Shoring. 247 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150Mm Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) A ) With Earth Obtained From Excavation Of Foundation. 248 A ) With Earth Obtained From Excavation Of Foundation. 249 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Powdered Earth Or Local Sand. 250 Cement Concrete With 30 Mm Down Graded Shinglesexcluding Shuttering ( N.B. Variety ) . In Ground Floor 251 A ) 4:3:1 Proportion. 252 Controlled Cement Concrete Grade M-30 Mix With Well Graded Stone Chips ( 20 Mm Grade ) Excluding Shuttering And Reinforcement, With Complete Design Of Concrete As Per I.S, Codesand Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineer-In-Charge. Consumption Of Cement Will Not Be Less Than 6 Bags / 300 Kg. Of Cement Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job-Mix Formula. 253 A ) From 16To 20 Mtr 254 A ) From 20 And Above 255 Controlled Cement Concrete Grade M-25 Mix With Well Graded Stone Chips ( 20 Mm Grade ) Excluding Shuttering And Reinforcement, With Complete Design Of Concrete As Per I.S, Codesand Relevant Special Publications, Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineer-In-Charge. Consumption Of Cement Will Not Be Less Than 6 Bags / 300 Kg. Of Cement Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test & Job-Mix Formula. N.B. Variety ( Stone Metal ) 256 A ) From 0To 4 Mtr 257 A ) From 4To 8 Mtr 258 A ) From 8To 12 Mtr 259 A ) From 12To 16 Mtr 260 A ) From 16To 20 Mtr 261 A ) From 20 And Above 262 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M. Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams, Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) . 263 A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Ddirection Of The E.I.C. In Foundation. ( Up To G.L ) 264 B ) Steel Shuttering Or 9 Mm To 12 Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work. From G.L Upto Botam Of Heal Beam 265 Hire And Labour Charges For Shuttering For Concrete Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing And Striking Off After Completion Of Work Including Staging Upto 4 Metre Using Ply Board Or Steel Shuttering. 266 ( A ) From Bottom Of Heal Beam To Top Of O.H.R. 267 Extra For Staging Beyond 4 M With Necessary Cross Bracing And Fixtures And Removing The Same After Completion Of The Work All Complete As Per Direction Of The E.I.C. [ Mode Of Measurement : Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4 M Is Practically Un-Avoidable ) X Mean Height Of Staging Above Initial 4 M. ] 268 Reinforcement In Reinforced Conc. Work In All Sorts Of Structures Includg. Dist.Bars, Stirrups, Binders Etc., Initial Straightening And Removal Of Loose Rust ( If Necy. ) Cutting To Requisite Length, Hooking And Bending To Correct Shapde, Placing In Proper Position And Binding With 16 Gauge Balck Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundn. Basement And Upto Roof Of Ground Floor / Upto 4M. ( I ) Tor Steel / Mild Steel. Sail / Tata / Rinlfor Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4 M. 269 Extra For Works Beyond The Roof Of Ground Floor / Initial 4 M. To 8 Mtr. ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 270 8 M To 12 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 271 12 M To 16M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 272 16 M To 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 273 Beyond 20 M ( Add Extra Over The Rate Of Ground Floor / Initial 4 M For Each Basement Floor And Each Additional Floor Below / Above Ground Floor 274 Extra For Using Water Proofing And Plastisizing Admixer 0.2% By Weight Of Cement ( Or At Manufacturer Specified Rate ) For Concrete Of Various Grades. 275 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Raking Out Joints Or Roughening Of Concrete Surface, Including Throating, Nosing And Drip Course Where Necessary ( Ground Floor ) . ( A ) With 4:1 Cement Mortar ( A ) 15 Mm Thick Plaster ( Internal ) 276 I ) From Heal Beam To Top Of O.H.R 277 Ii ) From Bottom Of Heal Beam To Top Of O.H.R. 278 ( B ) With 3:1 Cement Mortar ( A ) 10 Mm Thick Plaster ( External ) I ) From G.L To Bottom Of Heal Beam. 279 Neat Cement Punning About 1.5 Mm Thick In Wall, Dado, Window Sills, Floor, Drains Etc. 280 Artificial Stone In Floor, Dado, Saircase Etc With Cement Concrete 1:2:4 With Stone Chips Laid In Panels As Dircted With Toping Made With Ordinary Or White Cement And Marbel Dust In Proportion 1:2 Including Smooth Finishing And Rounding Of Corners Including Raking Out Joints Or Roughning Of Concrete Surface And Application Of Cement Slurry Before Flooring Work Using Cement @1.75 Kg Per Sq.M All Complete Including All Materials And Labour.3 Mm Thick Toping25 Mm Thick 281 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality As Per ManufacturerS Specification And As Per Direction Of E.I.C. To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour Scaffolding And All Incidental Charges But Excluding The Cost Of Primer. Normal Acrylic Emulsion. ( A ) Two Coats 282 A ) From 0To 4 Mtr 283 A ) From 4To 8 Mtr 284 A ) From 8To 12 Mtr 285 A ) From 12To 16 Mtr 286 A ) From 16To 20 Mtr 287 A ) From 20 And Above 288 Applying Exterior Grade Acrylic Primer Of Approved Quality & Brand On Plaster Or Concrete Surface Old Or New Surface To Receive Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly, Complete As Per ManufacturerS Specificationand As Per Direction Of E.I.C. 289 A ) From 0To 4 Mtr 290 A ) From 4To 8 Mtr 291 A ) From 8To 12 Mtr 292 A ) From 12To 16 Mtr 293 A ) From 16To 20 Mtr 294 A ) From 20 And Above 295 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is : 226, Is : 808 & Sp ( 6 ) -1964 Connected To One Another With Bracket Gussets As Per Desing, Direction Of E.I.C. Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is : 816-1956 & Is : 9595 Using Electrodes Of Approved Make And Brand Conforming To Is : 814-1957, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Charges Such As Electricity Charges, Labour Insurance Charges Etc. ( A ) For Structural Members Of Specified Sections Weighing Not Less Than 22.5 Kg / M. 296 Supplying, Fitting, Fixing 900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railing And 2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railing Top & Floor, Vertical Post Of Railling Are 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C. Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 297 Providing Water Thirable Non-Toxic Expoxy Coating ( Techoxy Or Equivalent Brand Of Approved Quality ) 2 ( Two ) Finished Coats Over 2 ( Two ) Of Primer Of Same Brand To The Ceiling Of Roof Dome Including Supply Of Requisite Coating Materials, Cleaning Of The Substrate Properly To Make It Free From Dirt, Paint, Oil And Grease, Sludge, Blister, Loose Plaster, Fungus, Moss And All Other Undesirable Particles Using Wire Brush, Sand Papers Etc. Including Mending Good All Damages All Complete As Per Direction Of Eic & His Satisfaction. 298 Wood Work In Door And Window Frame Fitted And Fixed Complete Including A Protective Coat Of Painting At The Contact Surface Of The Frame. Sal : Siliguri. 299 Supplying Fitting And Fixing Door Made With Irc Febric Mesh Of 75Mm X50mmx4.5Mmx2.7Mm On 50Mm X 50Mm X 6Mm Angle Iron Frames All Round And One 37.5Mm X 6Mm M.S. Flat Bar Over The Netting All Round Welded To Angle Iron Frame And Providing Locking Arrangements If Necessary And With Two Coats Of Synthetic Enamel Paint ( Other Than Hi-Gloss ) Fitted And Fixed With Clamps Or Haskal Doomney Etc. Complete At The Lantern Of R.C.C. Over Head Reservoir. 300 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 301 Supplying Fitting And Fixing In Position C.I. ( Manhole / Pit Cover With Matching Frame ) . 450 Mm X 100 Mm X 50 Kg ( Approx. ) 302 Priming One Coat On Timber, Plastered Or On Steel Orother Metal Surface With Synthetic Enamel / Oil Bound Primer Of Approved Quality Including Smoothening Surface By Sand Papering Etc. 303 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface Of Necessary. ( A ) On Timber Or Plastered Surface : With Super Gloss ( Hi-Gloss ) ( I ) Two Coats ( With Any Shade Except White ) 304 ( B ) On Steel Or Other Metal Surface : With Super Gloss ( Hi-Gloss ) I ) Two Coats ( With Any Shade Except White ) 305 Supply At Site / Local Store C.I.D.F. And C.I.S.S. Pipes & Specials As Per Relvant I.S. Specification With Latest Amendments Including Cost Of Loading, Carrying, Unloading, Stacking Properly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of E.I.C. ( Mode Of Measurement Will Be On Book Weight ) . 306 Supply At Site / Local Store Sluice Valve As Per Relvant I.S. Specification With Latest Amendments Including Cost Of Loading, Carrying, Unloading, Stacking Properly And Sales Tax & All Other Charges Etc. Complete As Per Direction Of E.I.C. ( A ) 150 Mm Dia. ( Ref W / O 1441 / Cd Dated-27 / 03 / 12 ) 307 ( B ) 250 Mm Dia. ( Gear Operated ) 308 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) . ( A ) 150 Mm Dia. 309 C ) 250 Mm Dia. 310 Erecting, Hoisting And Fitting, Fixing, Laying And Building In Position C.I. Flanged Or Socketted Pipes With Necessary Specials Like Valves, Bell-Mouth With Paddle Collers Etc. For Delivery, Overflow, Inlet And Washout Pipe Line Etc. As Shown In Drawing As Per Direction Including Supplying Fitting, Fixing Proper With M.S. Clamps Supports Stages For All Top As Of Pipes With Painting Of Specials, Pipes Complete With Two Coats Of Black Japan Over A Coat Of Red Oxide Primer. ( A ) 150 Mm Dia. 311 C ) 250 Mm Dia. 312 Earth Work In Excavation Of Trenches Of Adequate Width Having Minimum Depth To Keep The Top Surface Of Pipe 1.0 M Below Of Existing Ground Level In Any Kind Of Soil Mixed With Boulder, Road Sub-Grade And Its Flanks, Dewatering The Trenches, Preparing The Bottom Surface Of Continuous Bedding Of Pipe Line, Fitting Fixing Valves, Specials Etc. In Position, Cutting Of Pipes As Required Etc. In Position Carriage Of Materials From Local Store To Work Site, Filling Up The Trenches With Excavated Materials Consolidating The Same In Layers, Removing The Surplus Materials And Plants As Per Specification And Instruction Of The E.I.C. ( Pipes, Valves, Rubber Joints Will Be Supplied Departmentally ) .For C.I.S.S. / C.I.D.F. / D.I. Pipe Suitable For The Making Rubber Joint Of Different Sizes. ( A ) 150 Mm Dia. 313 C ) 250 Mm Dia. 314 Construction Of Masonry Sluice Valve Chamber As Per Departmental Drawing With Brick Work In Cement Mortar ( 6:1 ) Including Necessary Earth Work In Excavation And Back Filling, Cement Concrete ( 8:4:1 ) With Jhama Khoa Over Single Brick Flat Soling In Foundation, 100 Mm Thick R.C.C. Slab ( 4:2:1 ) With 1.20% Reinforcment And Necessary Shuttering, Plastering All Inner And Outer Surface With Sand And Cement Mortar 15 Mm X 150 Mm C.I. Surface Box Embedded Into The R.C.C. Slab, Overhauling The Valves ( If Necessary ) All Complete Includng Cost Of All Materials And Labour ( Only Valves With Tail Pieces Will Be Supplied From Local Departmental Store ) . ( A ) For 250 Mm Dia. Sluice Valve. 315 ( B ) For 150 Mm Dia. Sluice Valve. 316 Making Arrangement For Water Tightness Test Of R.C.C. Overhead Reservoir Conforming To The Provisions Laid Down In Is : 3370 ( Part-I ) 1965, By Filling With Water Upto Top Water Level ( Twl ) As Shown In The Drawing And As Per Direction Of E.I.C. Including The Arrangement Of Water, Its Carriage & Lifting By Necessary Pipes, Fittings And Pumping Machinery Etc. All Required For The Purpose. 317 Disinfection & Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Tank Etc. Complete. 318 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) . ( A ) 150 Mm Dia. 319 C ) 250 Mm Dia. 320 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) . ( I ) 150 Mm Dia. @ 0.146Kg Bleaching Powder / M Length Of Pipe. 321 ( Ii ) 250 Mm Dia. @ 0.405 Kg. Bleaching Powder / M Length Of Pipe. 322 Supplying Hdpe ( Materials Grade Pe-100 ) Pipes Conforming To Is 49841995 With Latest Revision & Amendments If Any With Necessary Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Of Hydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6 ( I ) Laying Of Pipe Line Including Cost Of Pipe Only Excluding Cost Of Specials / Fittings Valves.B ) 90Mm ( Od ) 323 B ) 110 Mm ( Od ) 324 C ) 125Mm ( Od ) 325 D ) 140 Mm ( Od ) 326 E ) 160 Mm ( Od ) 327 E ) 180 Mm ( Od ) 328 E ) 200 Mm ( Od ) 329 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 330 B ) 110 Mm ( Od ) 331 C ) 125Mm ( Od ) 332 D ) 140 Mm ( Od ) 333 E ) 160 Mm ( Od ) 334 E ) 180 Mm ( Od ) 335 E ) 200 Mm ( Od ) 336 A ) For Ci / Di Pipeb ) 100 Mm Dia 337 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .B ) For Upvc / Hdpe Pipea ) 90 Mm ( Od ) 338 B ) 110 Mm ( Od ) 339 C ) 125Mm ( Od ) 340 D ) 140 Mm ( Od ) 341 E ) 160 Mm ( Od ) 342 E ) 180 Mm ( Od ) 343 E ) 200 Mm ( Od ) 344 A ) For Ci / Di Pipeb ) 100 Mm Dia 345 Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc. Including Earth Work In Excavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cable Etc. ( In Case Of Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Be Borne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt. Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Itemii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Fulliii ) The Pipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.B ) 100 Mm Dia. 346 B ) 150 Mm Dia. 347 C ) 200 Mm Dia. 348 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150 Mm Dia. 349 C ) 200 Mm Dia. 350 E ) 250 Mm Dia. 351 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement In Rcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 352 I ) 200 Mm Dia Pipe 353 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic. 354 Making Barricading Of Excavation Trenches Of Road Width Upto 15Mtr. To Avoid Any Accident By Providing 75Mm Dia Bamboo Post Placed Vertically & Horizontally With The Help Of 6”Size Iron Rail As Per Direction And Satisfaction Of Eic. ( Applicable Where Critical Situation Arise And Take Up The Work As Per Direction Of Eic ) 355 Labour For Horizontal Boring Under Pucca Road Etc…………....For Laying Of Pipe.I ) Up To 150 Mm Dia. ( Ci / Di / Ac / Gi ) / 180 Mm O.D Upvc & Hdpe 356 Making Village Roadcrossing ( Average 3 M Width ) By Horizontal Augor Boring For Accmodation Of Laying Of Average 3 ( Three ) Nos 15 Mm Dia Gi Pipe For Fhtc Or As Per Direction Of Eic. 357 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( B ) River Bazree 358 Bamboo Pile Walling Made Of 65 Mm To 75 Mm Dia. Bamboo ( In Single Line ) Driven About Half Length Into The Ground At Very Close Spacing Side By Side Including Necessary Bamboo Stays Ties Runners Etc And Lining The Exposed Portion With Sheets Made Form Cutdrums Fitted And Fixed Complete As Per Direction. 359 Supply And Delivery Of Cidf Sluice Valve ( Special Type ) Pw-1.00 Of Different Dia Make With Ci Double Flanged Non Rusting Spindle Sluice Valves Conforming To Is 14846 -2000 With Latest Emended Having Body Dome / Bonnet And Cover Of C.I.Gr-F.G 210Mtr. Spindle Of Is-6603 G.R- 12 / Gr-13 Non-Magnetic, Nuts Seat Rings Are Of Gunonetal As Per Is:318 Ltb-2 Flanges And Drilled To Is:1538 Part Iv & Vi Valves Are Suitable For Max. Working Pressure Of 10Kg / Cm2 ( Seat Test ) And Body Tested To 15Kg / Cm2. N.B: The Above Item Should Be Procured From The Reputed Manufactures As Per Deptt. Approved Vender List150 Mm Dia 360 200 Mm Dia