Sales : +91-777 804 8217
| Name of Work: Improvement of source with pumping arrangements and other ancillary works from Ward No. 1 to 12 of Khallikote Nac under State Plan 20 - 21 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Sinking of 2nos. Production well size 200 x 150mm. Through combination rig | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | LABOUR | BI01010001010000000000000515BI0100001113 | ||
| 3 | 3 | Drilling by Mud Rotary Rig | BI01010001010000000000000515BI0100001114 | ||
| 4 | 4 | Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level in alluvial soil strata by Mud Rotary Rig drilling as required to suit the site condition as per the direction of Engineer-in-Charge including use of own rigs with its accessories, tools and plant and consumables etc for lowering of finished bore suitable for lowering of 200 mm dia GI/PVC pipes for housing, fitted with socket and with or without well screen as per the necessity for the soft, medium, hard and boulder formation (GI/PVC casing pipes if required by the contractor to prevent collapse of over burden portion) including lower and withdrawing of casing pipe after drilling 200 mm to 450 mm dia in over burden portion. | BI01010001010000000000000515BI0100001115 | 66 | Mtr |
| 5 | 5 | Supply of all labour & T&P for lowering the following size G.I./PVC pipes with or without slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical position, including cutting and threading pipe and slotted pipe and fixing all jointing materials etc. complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above excluding cost of fittings & jointing materials. | BI01010001010000000000000515BI0100001116 | ||
| 6 | 6 | Lowering of 200 PVC casing pipes ( Both slotted and ASTM-Sch.80 ) | BI01010001010000000000000515BI0100001117 | 66 | Mtr |
| 7 | 7 | Drilling by DTH Rig | BI01010001010000000000000515BI0100001118 | ||
| 8 | 8 | Labour for drilling a perfectly vertical bore holes of specified diameter for a specified depth below ground level through hard and boulder formation by means for Fast Drilling Sophisticated Rigs as required to suit the site condition as per the direction of Engineer-in-charge including deployment of rig with its accessories, T&P and consumables etc. for a finished bore suitable for lowering of 200x150 mm nominal dia PVC or GI casing pipes fitted with sockets and with or without well screens as per necessity for the soft and hard formations drilled by combination drilling method. | BI01010001010000000000000515BI0100001119 | 234 | Mtr |
| 9 | 9 | Cleaning and developing the tube well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of necessary equipment and labour as per direction of the Engineer - in - charge | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 10 | 10 | Supply of 200mm dia PVC slotted Casing pipes for lowering. | BI01010001010000000000000515BI0100001121 | 36 | Mtr |
| 11 | 11 | Supply of 200mm dia PVC Casing pipe ( ASTM-D-1785/04 Schedule - 80 ) for lowering | BI01010001010000000000000515BI0100001122 | 32 | Mtr |
| 12 | 12 | Providing and packing of washed gravel (size P-6) in the production well. | BI01010001010000000000000515BI0100001123 | 10.89 | Cum |
| 13 | 13 | Providing Bentonite powder during execution of Production Wells. | BI01010001010000000000000515BI0100001124 | 6.6 | Kg |
| 14 | 14 | Design ,Drawing , Construction with Testing and Commissioning of RCC OGR with piping arrangements upto 5Mtr. from external face as per specification & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001125 | 150000 | Litre |
| 15 | 15 | Design ,Drawing , Construction with Testing and Commissioning of RCC OGR with piping arrangements upto 5Mtr. from external face as per specification & direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001126 | 230000 | Litre |
| 16 | 16 | Design , Drawing , Construction withTesting and Commissioning of RCC ESR ( 20Mtr. Stazing ) with piping arrangements upto 5Mtr. from external face as per specification and Engineer -in-Charge. | BI01010001010000000000000515BI0100001127 | 200000 | Litre |
| 17 | 17 | EXTERNAL POWER SUPPLY | BI01010001010000000000000515BI0100001128 | ||
| 18 | 18 | Location : Stadium | BI01010001010000000000000515BI0100001129 | ||
| 19 | 19 | PART-A (Extension of LT line with AB cable = 0.08 Km.) | BI01010001010000000000000515BI0100001130 | ||
| 20 | 20 | Description of Materials | BI01010001010000000000000515BI0100001131 | ||
| 21 | 21 | 300KG 9 Mtr long PSC pole for road x-ing | BI01010001010000000000000515BI0100001132 | 3 | Each |
| 22 | 22 | 300KG 8 Mtr long PSC pole | BI01010001010000000000000515BI0100001133 | 4 | Each |
| 23 | 23 | 3 x 50 + 1 x 35 + 1 x 16 mm² LT XLPE AB Cable | BI01010001010000000000000515BI0100001134 | 310 | Mtr |
| 24 | 24 | Couping with c.c 1:3:6 by using 12mm size hard broken granite chips = 0.3Mtr x 0.3Mtr x 0.45mte = 0.4405Cum @ Rs. 4754.71 /Cum = 0.405xRs.4754.51 = Rs. 192.57 or Rs. 193.00 | BI01010001010000000000000515BI0100001135 | 7 | Each |
| 25 | 25 | Suspension clamp \" I \" hook | BI01010001010000000000000515BI0100001136 | 6 | Each |
| 26 | 26 | Dead end clamp \" I \" hook | BI01010001010000000000000515BI0100001137 | 2 | Each |
| 27 | 27 | Piercing connector | BI01010001010000000000000515BI0100001138 | 7 | Each |
| 28 | 28 | Neutral connector | BI01010001010000000000000515BI0100001139 | 7 | Each |
| 29 | 29 | GI base plate 500 x 500 x 10mm. For PSC pole 20Kg. | BI01010001010000000000000515BI0100001140 | 7 | Each |
| 30 | 30 | Earthing coil for support | BI01010001010000000000000515BI0100001141 | 7 | Each |
| 31 | 31 | Guarding for road x-ing | BI01010001010000000000000515BI0100001142 | 2 | Each |
| 32 | 32 | LT stay set complete | BI01010001010000000000000515BI0100001143 | 1 | Set. |
| 33 | 33 | Stay insulator | BI01010001010000000000000515BI0100001144 | 1 | Each |
| 34 | 34 | Stay clamp | BI01010001010000000000000515BI0100001145 | 1 | Pair |
| 35 | 35 | 7/12 GI stay wire | BI01010001010000000000000515BI0100001146 | 8 | Kg |
| 36 | 36 | Concreting for stay anchor plate with C.C - 1:3:6, using 40mm BHG metal size - 0.45Mtr x 0.45mte x 1.5Mtr =0.3037Cum. @ 3867 = 0.3037 x 3867.00 = 1160.10 or 1160.00\n | BI01010001010000000000000515BI0100001147 | 1 | Each |
| 37 | 37 | GI Nut , Bolt & Washer | BI01010001010000000000000515BI0100001148 | 2 | Kg |
| 38 | 38 | Sundries | BI01010001010000000000000515BI0100001149 | 1 | Each |
| 39 | 39 | PART-A (Three phase service connection) | BI01010001010000000000000515BI0100001150 | ||
| 40 | 40 | 35sq. Mm 3 1/2 core PVC Cable | BI01010001010000000000000515BI0100001151 | 20 | Mtr. |
| 41 | 41 | No.6 GI wire | BI01010001010000000000000515BI0100001152 | 3 | Kg. |
| 42 | 42 | Nut & Bolt | BI01010001010000000000000515BI0100001153 | 5 | Kg. |
| 43 | 43 | 100 Amp. Kit Kat Fuse | BI01010001010000000000000515BI0100001154 | 3 | Each |
| 44 | 44 | Sundries | BI01010001010000000000000515BI0100001155 | 1 | Each |
| 45 | 45 | Pumping arrangements from Production wells | BI01010001010000000000000515BI0100001156 | ||
| 46 | 46 | Procurement , installation , lowering , testing and commissioning of vertical submersible pumpsets of reputed make ( KSB / CRI / TEXMO / KIRLOSKAR / CROMPTON ) of the following duty for new Production Wells | BI01010001010000000000000515BI0100001157 | ||
| 47 | 47 | ( Three phase pumpset , Head - 62m. , Q - 1.4lps ) | BI01010001010000000000000515BI0100001158 | 3 | Set |
| 48 | 48 | Procurement , installation , fixing on walls with testing and commissioning of threer phase Panel Board to run three phase 2HP Submersible Pumpset of reputed make ( BCH / SIEMENS / L & T / HAVELS ) as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001159 | 3 | nos |
| 49 | 49 | Installation of above Pumpsets as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001160 | 2 | sets |
| 50 | 50 | Supplying all materials , labour T & P for fitting and fixing the following materials and accessories required for commissioning the Production well as per specification and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001161 | ||
| 51 | 51 | 50mm HDPE pipe(PE - 63 , PN - 10) for riser pipe of pumpset | BI01010001010000000000000515BI0100001162 | 140 | Mtr |
| 52 | 52 | 50mm HDPE pipe(PE - 63 , PN - 10) for horizontal laying including earth work | BI01010001010000000000000515BI0100001163 | 360 | Mtr |
| 53 | 53 | 40mm ASTM pipe ( Sch. - 80) for horizontal laying | BI01010001010000000000000515BI0100001164 | 10 | Mtr |
| 54 | 54 | 6.00 mm² submersible flat cable | BI01010001010000000000000515BI0100001165 | 520 | Mtr |
| 55 | 55 | 40mm. SS nipple | BI01010001010000000000000515BI0100001166 | 4 | Each |
| 56 | 56 | 40mm. GM FW Valve | BI01010001010000000000000515BI0100001167 | 2 | Each |
| 57 | 57 | 40mm. GM NR Valve | BI01010001010000000000000515BI0100001168 | 2 | Each |
| 58 | 58 | 40mm. GI Bend | BI01010001010000000000000515BI0100001169 | 8 | Each |
| 59 | 59 | 40mm. X 6\"G.I. nipple | BI01010001010000000000000515BI0100001170 | 4 | Each |
| 60 | 60 | 40mm. GI Union | BI01010001010000000000000515BI0100001171 | 4 | Each |
| 61 | 61 | Steel nut bolt 3/8\" x 4\" long | BI01010001010000000000000515BI0100001172 | 8 | Each |
| 62 | 62 | Pumping arrangements from Storage Resorvoir | BI01010001010000000000000515BI0100001173 | ||
| 63 | 63 | Location-Old UGR at Totagaon and Matiasahi | BI01010001010000000000000515BI0100001174 | ||
| 64 | 64 | Procurement , installation , lowering , testing and commissioning of Openwell Horizontal pumpsets of reputed make ( KSB / CRI / TEXMO / KIRLOSKAR / CROMPTON ) ( Head - 30m. , Q - 785 lpm) as per direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001175 | 4 | Set |
| 65 | 65 | Procurement , installation , fixing on walls with testing and commissioning of three phase Panel Board ( Star Delta ) of reputed make ( BCH / SIEMENS / L & T / HAVELS etc.) to run the above Submersible Pumpset as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001176 | 4 | Each |
| 66 | 66 | Installation of above Pumpset as per direction of Engineer-in-Charge | BI01010001010000000000000515BI0100001177 | 4 | Set |
| 67 | 67 | Supplying all lmaterials , labour T & P for fitting and fixing the following materials and accessories required for commissioning the Production well as per specification and as per direction of Engineer - in - charge | BI01010001010000000000000515BI0100001178 | ||
| 68 | 68 | 50mm dia PVC ASTM Sch. 80 Pipe | BI01010001010000000000000515BI0100001179 | 80 | Mtr |
| 69 | 69 | 4.00sq.mm. flat Submersible Cable | BI01010001010000000000000515BI0100001180 | 160 | Mtr. |
| 70 | 70 | 50mm dia GM NR Valve | BI01010001010000000000000515BI0100001181 | 1 | Each |
| 71 | 71 | 50mm dia Brass Fullway Valve | BI01010001010000000000000515BI0100001182 | 1 | Each |
| 72 | 72 | 50mm. G.I. Bend ( heavy ) | BI01010001010000000000000515BI0100001183 | 16 | Each |
| 73 | 73 | 50mm GI Union | BI01010001010000000000000515BI0100001184 | 16 | Each |
| 74 | 74 | 50mm GI Socket | BI01010001010000000000000515BI0100001185 | 32 | Each |
| 75 | 75 | 50mm GI Tee | BI01010001010000000000000515BI0100001186 | 16 | Each |
| 76 | 76 | 50mm GI Plug | BI01010001010000000000000515BI0100001187 | 16 | Each |
| 77 | 77 | 50mm GI Elbow | BI01010001010000000000000515BI0100001188 | 16 | Each |
| 78 | 78 | 50mm x 6\" GI nipple | BI01010001010000000000000515BI0100001189 | 16 | Each |
| 79 | 79 | Laying of pipeline in uncovered areas | BI01010001010000000000000515BI0100001190 | ||
| 80 | 80 | Supplying all labour and T&P for cutting of the folllowing concrete road including making good to the damages as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001191 | ||
| 81 | 81 | Metal road | BI01010001010000000000000515BI0100001192 | 145.5 | Cum |
| 82 | 82 | Concrete road | BI01010001010000000000000515BI0100001193 | 34.92 | Cum |
| 83 | 83 | Asphalt road | BI01010001010000000000000515BI0100001194 | 0.3 | Cum |
| 84 | 84 | Supplying all labour and T&P for punching PWD road / deposit to the department with encasing for crossing pipeline withoutdisturbing the sub - base including making good to the damages as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001195 | 40 | Mtr |
| 85 | 85 | Supplying all labour and T&P for earth work in excavation of foundation trenches in all kinds of soil within initial lead and lift including rough dressing and leveling the bed etc. all complete as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001196 | 1309.5 | Cum |
| 86 | 86 | Supplying all materials , labour T & P for Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K - 7 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001197 | ||
| 87 | 87 | 100mm dia DI K - 7 pipe | BI01010001010000000000000515BI0100001198 | 2910 | Mtr |
| 88 | 88 | Supplying all labour T & P for providing push on joints to DI pipes of the following nominal dia. including testing the joints as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001199 | ||
| 89 | 89 | 100mm. dia. Push on joints | BI01010001010000000000000515BI0100001200 | 582 | nos |
| 90 | 90 | Supplying all materials , labour T & P for Laying in trenches D.I. specials conforming to IS:1538 - 1993 (Part-x) as per specification and direction of Engineer - in - charge(Labour) | BI01010001010000000000000515BI0100001201 | 13.62 | Quintal |
| 91 | 91 | Supplying all materials , labour and T&P for cutting , fabricating , grinding , laying and testing of MS pipes and specials of the following nominal dia. Including fabrication , jointing with a coat of primer as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001202 | ||
| 92 | 92 | 114.3mm MS pipe 4.50mm. thick | BI01010001010000000000000515BI0100001203 | 203.7 | Mtr |
| 93 | 93 | Flame cutting to MS pipes | BI01010001010000000000000515BI0100001204 | 31.7 | Mtr |
| 94 | 94 | Fillet welding at site | BI01010001010000000000000515BI0100001205 | 31.7 | Mtr |
| 95 | 95 | 100mm. MS flange | BI01010001010000000000000515BI0100001206 | 50 | nos |
| 96 | 96 | Delivery line from Hill top OGR at Matiasahi and Balunkeswarpur | BI01010001010000000000000515BI0100001207 | ||
| 97 | 97 | 168.3mm MS pipe 4.50mm. thick | BI01010001010000000000000515BI0100001208 | 310 | Mtr |
| 98 | 98 | Flame cutting to MS pipes | BI01010001010000000000000515BI0100001209 | 74.53 | Mtr |
| 99 | 99 | Fillet welding at site | BI01010001010000000000000515BI0100001210 | 74.53 | Mtr |
| 100 | 100 | 100mm. MS flange | BI01010001010000000000000515BI0100001211 | 6 | Each |
| 101 | 101 | 150mm. MS flange | BI01010001010000000000000515BI0100001212 | 12 | Each |
| 102 | 102 | Supplying all lmaterials , labour T & P forproviding flanged joints to pipes and specialsincluding supply of rubber insertion and nut bolt of the following nominal dia. including testing the joints as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001213 | ||
| 103 | 103 | 100mm. dia. Flanged joints | BI01010001010000000000000515BI0100001214 | 50.43 | Each |
| 104 | 104 | 150mm. dia. Flanged joints | BI01010001010000000000000515BI0100001215 | 10 | Each |
| 105 | 105 | Supplying all lmaterials , labour T & P for Laying in trenches Sluice valves and Reflux valves conforming to (IS : 14846 - 2000) as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001216 | ||
| 106 | 106 | 150mm. dia. C.I. SV ( P.N. - 1.6 ) | BI01010001010000000000000515BI0100001217 | 6 | Each |
| 107 | 107 | 100mm. dia. C.I. SV ( P.N. - 1.6 ) | BI01010001010000000000000515BI0100001218 | 6 | Each |
| 108 | 108 | 100mm. dia. C.I. NRV ( 1.6 MPA ) | BI01010001010000000000000515BI0100001219 | 2 | Each |
| 109 | 109 | 25mm dia D.I. tamper proof Single Air Valve | BI01010001010000000000000515BI0100001220 | 2 | Each |
| 110 | 110 | Supplying all lmaterials , labour T & P for filling sand in F & P watered and rammed as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001221 | ||
| 111 | 111 | Concrete road | BI01010001010000000000000515BI0100001222 | 17.46 | Cum |
| 112 | 112 | Supplying all materials , labour and T&P for providing CC ( 1 : 4 : 8 ) with 40mm size CBHG metal etc. all complete as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001223 | ||
| 113 | 113 | Concrete road | BI01010001010000000000000515BI0100001224 | 17.46 | Cum |
| 114 | 114 | Supplying all materials , labour and T&P for providing CC ( 1 : 2 : 4 ) with 12mm size CBHG chips etc. all complete as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001225 | ||
| 115 | 115 | Concrete road | BI01010001010000000000000515BI0100001226 | 17.46 | Cum |
| 116 | 116 | Supplying all materials , labour and T&P for construction of SV Chamber with FA brick and RCC slab as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001227 | ||
| 117 | 117 | SV Chamber of size 0.90 x 0.90 x 0.90m. | BI01010001010000000000000515BI0100001228 | 8 | Each |
| 118 | 118 | SV Chamber of size 1.20 x 1.20 x 1.20m. | BI01010001010000000000000515BI0100001229 | 6 | Each |
| 119 | 119 | AV Chamber of size 0.45 x 0.45 x 0.60m. | BI01010001010000000000000515BI0100001230 | 2 | Each |
| 120 | 120 | Supplying all labour and T&P for re filling the pipeline trench with excavated earth in all kinds of soil including laying in layers , watering and ramming as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001231 | 1234.26 | Cum |
| 121 | 121 | Supplying all labour and T&P for carriage of extra earth by truck load from work site to a distance of 5km. as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001232 | 75.24 | Cum |
| 122 | 122 | MATERIALS | BI01010001010000000000000515BI0100001233 | ||
| 123 | 123 | Supply of D.I. specials such as TEEs,Bends etc. as per site condition & direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001234 | 13.62 | Quintal. |
| 124 | 124 | 150mm. dia. C.I. SV ( P.N. - 1.6 ) | BI01010001010000000000000515BI0100001235 | 6 | Each |
| 125 | 125 | 100mm. dia. C.I. SV ( P.N. - 1.6 ) | BI01010001010000000000000515BI0100001236 | 6 | Each |
| 126 | 126 | 100mm. dia. C.I. NRV ( 1.6 MPA ) | BI01010001010000000000000515BI0100001237 | 2 | Each |
| 127 | 127 | 25mm dia D.I. tamper proof Single Air Valve | BI01010001010000000000000515BI0100001238 | 2 | Each |
| 128 | 128 | Construction of RCC supporting Pillar for 150mm. / 100mm. dia. pipes | BI01010001010000000000000515BI0100001239 | ||
| 129 | 129 | Supplying allmaterials , labour and T&P for bush cutting with dressing and levelling the bed by engaging Unskilled Mulias as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001240 | ||
| 130 | 130 | At OGR site | BI01010001010000000000000515BI0100001241 | 44 | Each |
| 131 | 131 | Supplying all labour and T&P for earth work in excavation of foundation trenches in all kinds of soil within initial lead and lift including rough dressing and leveling the bed etc. all complete as per specification and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001242 | 6.25 | Cum |
| 132 | 132 | Supplying all materials , labour and T&P for filling sand in F & P watered and rammed etc. all complete as per specification and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001243 | 1.25 | Cum |
| 133 | 133 | Supplying allmaterials , labour and T&P for providing PCC ( 1:4:8 ) with 4cm size HG metal in F & P etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001244 | 1.25 | Cum |
| 134 | 134 | Supplying all materials , labour and T&P for providing R.C.C. ( 1 : 1½ : 3 ) with 12mm and downgrade size hard granite chips (CB) including hoisting and laying as per specification and direction of EIC | BI01010001010000000000000515BI0100001245 | 4.0625 | Cum |
| 135 | 135 | Supplying all labour and T&P for cutting , bending , binding and tying ms rods and placing the grills in position including cost of steel and binding wire etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001246 | 3.25 | Quintal |
| 136 | 136 | Supplying all labour and T&P for Rigid and smooth centering and shuttering for RCC works including false etc. all complete as per specification and as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001247 | 45 | sqm |
| 137 | 137 | Laying of D.I. pipeline as distribution main | BI01010001010000000000000515BI0100001248 | ||
| 138 | 138 | LABOUR | BI01010001010000000000000515BI0100001249 | ||
| 139 | 139 | Supplying all labour and T&P for cutting of the folllowing concrete road including making good to the damages as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001250 | ||
| 140 | 140 | Metal road | BI01010001010000000000000515BI0100001251 | 12 | Cum |
| 141 | 141 | Concrete road | BI01010001010000000000000515BI0100001252 | 15 | Cum |
| 142 | 142 | Asphalt road | BI01010001010000000000000515BI0100001253 | 0.6 | Cum |
| 143 | 143 | Supplying all labour and T&P for punching PWD road with encasing for crossing pipeline withoutdisturbing the sub - base including making good to the damages as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001254 | 20 | Mtr |
| 144 | 144 | Supplying all labour and T&P for earth work in excavation of foundation trenches in all kinds of soil within initial lead and lift including rough dressing and leveling the bed etc. all complete as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001255 | 156.75 | Cum |
| 145 | 145 | Supplying all lmaterials , labour T & P for Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot pipes Class K - 7 without cement mortar lining conforming to IS:8329 - 2000 of the following nominal diameter as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001256 | ||
| 146 | 146 | 150mm dia DI K - 7 pipe | BI01010001010000000000000515BI0100001257 | 300 | Mtr |
| 147 | 147 | Supplying all labour T & P for providing push on joints to DI pipes of the following nominal dia. including testing the joints as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001258 | ||
| 148 | 148 | 150mm. dia. Push on joints | BI01010001010000000000000515BI0100001259 | 60 | nos |
| 149 | 149 | Supplying all lmaterials , labour T & P for Laying in trenches D.I. specials conforming to IS:1538 - 1993 (Part-x) as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001260 | 4.72 | Quintal. |
| 150 | 150 | Supplying all materials , labour and T&P for cutting , fabricating , grinding , laying and testing of MS pipes and specials of the following nominal dia. Including fabrication , jointing with a coat of primer as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001261 | ||
| 151 | 151 | 168.3mm MS pipe 4.50mm. thick | BI01010001010000000000000515BI0100001262 | 33 | Mtr |
| 152 | 152 | Flame cutting to MS pipes | BI01010001010000000000000515BI0100001263 | 8.82 | Mtr |
| 153 | 153 | Fillet welding at site | BI01010001010000000000000515BI0100001264 | 8.82 | Mtr |
| 154 | 154 | 100mm. MS flange | BI01010001010000000000000515BI0100001265 | 33 | Each |
| 155 | 155 | 150mm. MS flange | BI01010001010000000000000515BI0100001266 | 20 | Each |
| 156 | 156 | Supplying all lmaterials , labour T & P forproviding flanged joints to pipes and specialsincluding supply of rubber insertion and nut bolt of the following nominal dia. including testing the joints as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001267 | ||
| 157 | 157 | 100mm. dia. Flanged joints | BI01010001010000000000000515BI0100001268 | 8.25 | Each |
| 158 | 158 | 150mm. dia. Flanged joints | BI01010001010000000000000515BI0100001269 | 10 | Each |
| 159 | 159 | Supplying all lmaterials , labour T & P for Laying in trenches Sluice valves and Reflux valves conforming to (IS : 14846 - 2000) as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001270 | ||
| 160 | 160 | 100mm. dia. C.I. SV ( P.N. - 1.6 ) | BI01010001010000000000000515BI0100001271 | 4 | Each |
| 161 | 161 | 150mm. dia. C.I. SV ( P.N. - 1.6 ) | BI01010001010000000000000515BI0100001272 | 4 | Each |
| 162 | 162 | 25mm dia D.I. tamper proof Single Air Valve | BI01010001010000000000000515BI0100001273 | 2 | Each |
| 163 | 163 | Supplying all lmaterials , labour T & P for filling sand in F & P watered and rammed as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001274 | ||
| 164 | 164 | Concrete road | BI01010001010000000000000515BI0100001275 | 7.5 | Cum |
| 165 | 165 | Supplying all materials , labour and T&P for providing CC ( 1 : 4 : 8 ) with 40mm size CBHG metal etc. all complete as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001276 | ||
| 166 | 166 | Concrete road | BI01010001010000000000000515BI0100001277 | 7.5 | Cum |
| 167 | 167 | Supplying all materials , labour and T&P for providing CC ( 1 : 2 : 4 ) with 12mm size CBHG chips etc. all complete as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001278 | ||
| 168 | 168 | Concrete road | BI01010001010000000000000515BI0100001279 | 7.5 | Cum |
| 169 | 169 | Supplying all materials , labour and T&P for construction of SV Chamber with KB brick and RCC slab as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001280 | ||
| 170 | 170 | SV Chamber of size 0.90 x 0.90 x 0.90m. | BI01010001010000000000000515BI0100001281 | 4 | Each |
| 171 | 171 | SV Chamber of size 1.20 x 1.20 x 1.20m. | BI01010001010000000000000515BI0100001282 | 4 | Each |
| 172 | 172 | AV Chamber of size 0.45 x 0.45 x 0.60m. | BI01010001010000000000000515BI0100001283 | 2 | Each |
| 173 | 173 | Supplying all labour and T&P for re filling the pipeline trench with excavated earth in all kinds of soil including laying in layers , watering and ramming as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001284 | 131.89 | Cum |
| 174 | 174 | Supplying all labour and T&P for carriage of extra earth by truck load from work site to a distance of 5km. as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001285 | 24.86 | Cum |
| 175 | 175 | MATERIALS | BI01010001010000000000000515BI0100001286 | ||
| 176 | 176 | D.I. specials | BI01010001010000000000000515BI0100001287 | 4.72 | Quintal |
| 177 | 177 | 100mm. dia. C.I. SV ( P.N. - 1.6 ) | BI01010001010000000000000515BI0100001288 | 4 | Each |
| 178 | 178 | 150mm. dia. C.I. SV ( P.N. - 1.6 ) | BI01010001010000000000000515BI0100001289 | 4 | Each |
| 179 | 179 | 25mm dia D.I. tamper proof Single Air Valve | BI01010001010000000000000515BI0100001290 | 2 | Each |
| 180 | 180 | Protection wall , Approach road and Site development | BI01010001010000000000000515BI0100001291 | ||
| 181 | 181 | Supplying all labour and T&P for earth work in excavation of foundation trenches in all kinds of soil within initial lead and lift including rough dressing and leveling the bed etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001292 | 46.24 | Cum |
| 182 | 182 | Supplying allmaterials , labour and T&P for filling sand in F & P watered and rammed etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001293 | 5.44 | Cum |
| 183 | 183 | Supplying allmaterials , labour and T&P for providing PCC ( 1:4:8 ) with 4cm size HG metal in F & P etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001294 | 5.44 | Cum |
| 184 | 184 | Supplying allmaterials , labour and T&P for providing RR Stone masonry work in cm ( 1:6 ) with HG stones in F & P etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001295 | 36.04 | Cum |
| 185 | 185 | Supplying allmaterials , labour and T&P for providing R.C.C. ( 1 : 1½ : 3 ) with 12mm and downgrade size hard granite chips (CB) including hoisting and laying as per specification and direction of EIC | BI01010001010000000000000515BI0100001296 | ||
| 186 | 186 | Plinth bend | BI01010001010000000000000515BI0100001297 | 4.08 | Cum |
| 187 | 187 | Supplying all labour and T&P for cutting , bending , binding and tying ms rods and placing the grills in position including cost of steel and binding wire etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001298 | 3.4 | Quintal. |
| 188 | 188 | Supplying all labour and T&P for Rigid and smooth centering and shuttering for RCC works including false etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001299 | ||
| 189 | 189 | Plinth bend | BI01010001010000000000000515BI0100001300 | 20.4 | sqm |
| 190 | 190 | Supplying allmaterials , labour and T&P for providing C.C. ( 1:2:4 ) with 12mm. size HG chips in F & P etc. all complete as per specification and direction of EIC ( On top of wall ) | BI01010001010000000000000515BI0100001301 | 1.7 | Cum |
| 191 | 191 | Supplying allmaterials , labour and T&P for providing Brick masonry in c.m. (1:6) in SS with FA Bricks having Crushing strength not less than 75kg/cm² etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001302 | 28.56 | Cum |
| 192 | 192 | Supplying all labour and T&P for 20mm. thick C.P. in cement mortar (1:6) for stone work as per specification and direction of EIC | BI01010001010000000000000515BI0100001303 | 95.2 | Sqm |
| 193 | 193 | Supplying all labour and T&P for 12mm. thick C.P. in cement mortar (1:6) for brick work as per specification and direction of EIC | BI01010001010000000000000515BI0100001304 | 244.8 | Sqm |
| 194 | 194 | Supplying all labour, material T&P for providing weather seal coat 2 (two ) coats with any approved paint over one coat of water bound or wall primer etc. all complete including cost of paints and primer conveyances, and royalty of all materials to site as per PW specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001305 | 340 | Sqm |
| 195 | 195 | Column and Gate at Jagannath Vihar | BI01010001010000000000000515BI0100001306 | ||
| 196 | 196 | Supplying allmaterials , labour and T&P for providing R.C.C. ( 1 : 1½ : 3 ) with 12mm and downgrade size hard granite chips (CB) including hoisting and laying as per specification and direction of EIC | BI01010001010000000000000515BI0100001307 | 1.32 | Cum |
| 197 | 197 | Supplying all labour and T&P for cutting , bending , binding and tying ms rods and placing the grills in position including cost of steel and binding wire etc. all complete as per specification and direction of EIC | BI01010001010000000000000515BI0100001308 | 1.06 | Quintal. |
| 198 | 198 | Supplying all materials , labour and T&P for rigid and mooth centering and shuttering for RCC works as per specification and direction of EIC | BI01010001010000000000000515BI0100001309 | 10.08 | Sqm |
| 199 | 199 | Supplying all fabrication materials, labour, T&P for fabricating, fitting and fixing MS sheet cover with angle iron frame (ISA 25 x 25 x 6mm. ) for entrance gate including a coat of primer and two coats of approved paint as per specification and direction of the EIC | BI01010001010000000000000515BI0100001310 | 259.2 | Kg |
| 200 | 200 | Supplying all materials , labour and T&P for painting two coats with approved quality enemel paint to MS gate as per specification and direction of EIC | BI01010001010000000000000515BI0100001311 | 14.58 | Sqm |
| 201 | 201 | Approach road for OGR at matiasahi | BI01010001010000000000000515BI0100001312 | ||
| 202 | 202 | Supplying allmaterials , labour and T&P for bush cutting with dressing and levelling the bed by engaging Unskilled Mulia as per specification and direction of EIC | BI01010001010000000000000515BI0100001313 | 44 | Each |
| 203 | 203 | Supplying allmaterials , labour and T&P for filling sand in F & P watered and rammed etc. all complete as per specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001314 | 200 | Cum |
| 204 | 204 | Supplying all materials,labour and T&P for quarrying , collecting , stacking , conveying and soling the road surface with 15cm. Size soling stone with filling the intertices with filler materials to proper camber and consolidation with H.R.R.including watering and turf edging etc all complete | BI01010001010000000000000515BI0100001315 | 35 | Cum |
| 205 | 205 | Admixing sand and moorum including spreading and consolidation with HRR eincluding watering etc. complete | BI01010001010000000000000515BI0100001316 | ||
| 206 | 206 | more than 25% volume of soling stone | BI01010001010000000000000515BI0100001317 | 10 | Cum |
| 207 | 207 | Site development at jagannath Vihar | BI01010001010000000000000515BI0100001318 | ||
| 208 | 208 | Supplying allmaterials , labour and T&P for bush cutting with dressing and levelling the bed by mechancal means as per specification and direction of EIC | BI01010001010000000000000515BI0100001319 | 44 | Each |
| 209 | 209 | Supplying all labour and T&P for re filling with excavated earth in all kinds of soil including laying in layers , watering and ramming as per specification and direction of Engineer - in - charge | BI01010001010000000000000515BI0100001320 | 129.34 | Cum |
| 210 | 210 | Supplying allmaterials , labour and T&P for filling sand in F & P watered and rammed etc. all complete as per specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001321 | 43.11 | Cum |
| 211 | 211 | Supplying all materials,labour and T&P for quarrying , collecting , stacking , conveying and soling the road surface with 15cm. Size soling stone with filling the intertices with filler materials to proper camber and consolidation with H.R.R.including watering and turfedging etc all complete | BI01010001010000000000000515BI0100001322 | 75.45 | Cum |
| 212 | 212 | Admixing sand and moorum including spreading and consolidation with HRR eincluding watering etc. complete | BI01010001010000000000000515BI0100001323 | 21.56 | Cum |
| 213 | 213 | Supplying allmaterials , labour and T&P for providing PCC ( 1:4:8 ) with 4cm size HG metal in F & P etc. all complete as per specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001324 | 3.96 | Cum |
| 214 | 214 | Supplying allmaterials , labour and T&P for providing PCC ( 1:2:4 ) with 12mm size HG chips in F & P etc. all complete as per specification anddirection of Engineer-in-Charge. | BI01010001010000000000000515BI0100001325 | 3.96 | Cum |
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