Work Of Augmentation Of Water Supply Scheme Likhmisar Utrada , Upani And Samandsar To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Div . Sridungargarh Bikaner
Tender Value
8.29 Crore
Estimated cost
Bid Submission
28 Jul 2021
0 days left
EMD
16.58 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
SriDungargarh → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work Of Augmentation Of water supply scheme Likhmisar Utrada , Upani And Samandsar To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Div . Sridungargarh Bikaner
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-May-2021 | Corrigendum 1 | Technical Bid | 18-May-2021 |
| 2 | 13-May-2021 | Corrigendum 01 | Date | 14-Jun-2021 |
| 3 | 29-May-2021 | Corr03 | Other | 14-Jun-2021 |
| 4 | 10-Jun-2021 | COrrigendum | Date | 06-Jul-2021 |
| 5 | 25-Jun-2021 | Corr | Other | 06-Jul-2021 |
| 6 | 05-Jul-2021 | Corr. | Date | 28-Jul-2021 |
BOQ
| Name of Work : - Work of Augmentation of WSS Likhmisar Utrada, Upani and Samandsar to provide FHTC including one year Defect Liability period under JJM in the jurisdiction of PHED Sub Div. Sridungargarh Bikaner | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Scheme 1 : Likhmisar Utrada | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Part A: Construction & Commissioning of tube well by Combination Rig 3 Nos | BI01010001010000000000000515BI0100001113 | ||
| 3 | 3 | Construction of Tube Well from ground level and upto 100 mtr. depth and above to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 (part 1 & 2) 1979 as amended up to date. The work will include cost of lowering of housing, strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary and development of tube well as per IS specification using suitable Air Compressor but will not include cost of casing & strainer pipe. Work will be completed after obtaining sand free water. Nominal bore 250 mm dia. | BI01010001010000000000000515BI0100001114 | 825 | Mtr. |
| 4 | 4 | Add 15% extra on depth more than 100 mtr for drilling beyond 100 mtr depth. | BI01010001010000000000000515BI0100001115 | 525 | Mtr. |
| 5 | 5 | Construction of tube well after completion of item no. 2.1 & upto 100 mtr. depth and above in all type of rocks by DTH system as per IS : 2800 (Part I & II) 1979 as amended up to date. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe. Nominal bore 200 mm dia. | BI01010001010000000000000515BI0100001116 | 150 | Mtr. |
| 6 | 6 | Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 as amended up to date. | BI01010001010000000000000515BI0100001117 | 3 | Each |
| 7 | 7 | Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well. | BI01010001010000000000000515BI0100001118 | 90 | Hr. |
| 8 | 8 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of grade Fe 410 of following sizes 250 mm dia NB (Thicknee of pipe 7.1 mm & mass of tube 46.57 Kg/m) | BI01010001010000000000000515BI0100001119 | 825 | Mtr. |
| 9 | 9 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 250 mm dia nominal bore of 7.1mm thickness | BI01010001010000000000000515BI0100001120 | 210 | Mtr. |
| 10 | 10 | Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2011 (pump) and IS 9283-2013 (motor) or amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 13 KW (17.5 HP) & head above 120 mtr. | BI01010001010000000000000515BI0100001121 | 55.95 | KW |
| 11 | 11 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. Above 10 HP and above 15 HP | BI01010001010000000000000515BI0100001122 | 3 | Each |
| 12 | 12 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 6.0 mm2 | BI01010001010000000000000515BI0100001123 | 900 | Mtr. |
| 13 | 13 | Supply & Fixing of PVC insulated sheated (heavy duty) armourd electric cable with aluminium conductor for working voltage to Is:7098 Part-I/IS :1554 Part-I applicable. 3.5 core 35.0 mm2 | BI01010001010000000000000515BI0100001124 | 240 | Mtr. |
| 14 | 14 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both end in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be welded over top plate (as per drawing enclosed). A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 250 mm dia | BI01010001010000000000000515BI0100001125 | 3 | Each |
| 15 | 15 | Providing & Lowering in tubewell ISI marked GI Pipe “B\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 65 mm dia | BI01010001010000000000000515BI0100001126 | 540 | Mtr. |
| 16 | 16 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 65 mm dia | BI01010001010000000000000515BI0100001127 | 3 | Each |
| 17 | 17 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. | BI01010001010000000000000515BI0100001128 | 6 | each |
| 18 | 18 | Part B: Construction of Switch Board Room 3 Nos. | BI01010001010000000000000515BI0100001129 | ||
| 19 | 19 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001130 | 36 | Cum. |
| 20 | 20 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). | BI01010001010000000000000515BI0100001131 | 15 | Cum. |
| 21 | 21 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001132 | 24 | Cum. |
| 22 | 22 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001133 | 40.5 | Cum. |
| 23 | 23 | Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 : Upto 15 cm. thick. | BI01010001010000000000000515BI0100001134 | 1.26 | Cum. |
| 24 | 24 | Stone slab roofing on ground floor with fine grained stone slab from aproved quarry (Soorsagar, Jodhpur) including filling of joints of parapet and slab on both sides in cement sand mortar 1 :4 with top 15Cm. thick lime concrete (40:100) terracing (as per BIKANER PRACTICE) including sandla ralthal, hemp and methi well tapping finished smooth polished surface in all respects in lime surkhimortar 1 : 2 with nails and wire and lime batta (gola) 75 mm x 75 mm and sandla etc. complete finished for span : Above 2.5 m and Upto 3.05 metre. | BI01010001010000000000000515BI0100001135 | 29.55 | Sqm. |
| 25 | 25 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Kota stone 25 to 30mm thick. | BI01010001010000000000000515BI0100001136 | 4.62 | Sqm. |
| 26 | 26 | Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint | BI01010001010000000000000515BI0100001137 | 6 | Sqm. |
| 27 | 27 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Partly fixed and partly openable [ fixed area not to exceed 33%] | BI01010001010000000000000515BI0100001138 | 3.24 | Sqm. |
| 28 | 28 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete. | BI01010001010000000000000515BI0100001139 | 3 | Each |
| 29 | 29 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001140 | 126 | Kg |
| 30 | 30 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. | BI01010001010000000000000515BI0100001141 | 28.41 | Sqm. |
| 31 | 31 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. | BI01010001010000000000000515BI0100001142 | 315 | Sqm. |
| 32 | 32 | White washing with lime to give an even shade including all scaffolding: New work (three or more coats) | BI01010001010000000000000515BI0100001143 | 150 | Sqm. |
| 33 | 33 | Finishing walls with water proofing cement paint of required shade including all scaffolding. : New work (Two or more coats applied @ 3.84 kg/10 sqm). | BI01010001010000000000000515BI0100001144 | 225 | Sqm. |
| 34 | 34 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work | BI01010001010000000000000515BI0100001145 | 21 | Sqm. |
| 35 | 35 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | BI01010001010000000000000515BI0100001146 | 75 | Kg. |
| 36 | 36 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Sand or other approved stone 50mm thick. | BI01010001010000000000000515BI0100001147 | 12 | Sqm. |
| 37 | 37 | Providing and fixing 9mm thick teak ply for panel board including making holes for swiches etc; with brass washer & screws complete as required, bakelite sheet 9mm thick. | BI01010001010000000000000515BI0100001148 | 3.51 | Sqm. |
| 38 | 38 | Wiring of light point/fan point/cxhaust fan point/ call bell point with 1.5 sq. mm FRPVC inculated unsheathed flixiablecopper conductor 1.1 KV gradeand 1.5 sq.mm FRPVC insulated unsheathed flexable copper earth conductor 1.1 Kv grade (IS:694) of approved makein surface/recessed ISI markedmedium duty PVC conduit & it's accessories,round tiles18 SWG MS box with earth terminal secrewless cage connectors for netural looping in switch board & falce celling point 6A switch 3.0 mm thick phenolic laminated sheet xinc plated brassscrews cup wahers making connections testing etc. as reqyuired in PVC conduit group 2 | BI01010001010000000000000515BI0100001149 | ||
| 39 | 39 | Short point (upto 3 m) | BI01010001010000000000000515BI0100001150 | 6 | Per Point |
| 40 | 40 | Medium Point (upto 6m) | BI01010001010000000000000515BI0100001151 | 6 | Per Point |
| 41 | 41 | Wiring of 3 pin 5 amp light plug point with 1.5 sq. mm FRPVC inculated unsheathed flixiable copper conductor 1.1 KV gradeand 1.5 sq.mm FRPVC insulated unsheathed flexable copper earth conductor 1.1 Kv grade (IS:694) of approved makein surface/recessed ISI marked medium duty PVC conduit & it's accessories,round tiles18 SWG MS box with earth terminal secrew less cage connectors for netural looping in switch board & falce celling point 6A switch 3.0 mm thick phenolic laminated sheet xinc plated brassscrews cup wahers making connections testing etc. as reqyuired in PVC conduit group 2 on board | BI01010001010000000000000515BI0100001152 | 3 | Per Point |
| 42 | 42 | Part C : Construction and Commissioning of RCC CWR 300 KL capacity & Pump house | BI01010001010000000000000515BI0100001153 | ||
| 43 | 43 | Construction of RCC Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. 400 KL | BI01010001010000000000000515BI0100001154 | 300000 | KL |
| 44 | 44 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect. (Size8 x 6) | BI01010001010000000000000515BI0100001155 | 48 | Sqm. |
| 45 | 45 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | BI01010001010000000000000515BI0100001156 | 400 | RMT |
| 46 | 46 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. | BI01010001010000000000000515BI0100001157 | 250 | Kg. |
| 47 | 47 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001158 | 400 | Kg. |
| 48 | 48 | Part D :- Construction of RCC OHSR 600 KL capacity 18 M. staging | BI01010001010000000000000515BI0100001159 | ||
| 49 | 49 | Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. | BI01010001010000000000000515BI0100001160 | 600000 | Itr |
| 50 | 50 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | BI01010001010000000000000515BI0100001161 | ||
| 51 | 51 | 100mm | BI01010001010000000000000515BI0100001162 | 60 | RM |
| 52 | 52 | 150mm | BI01010001010000000000000515BI0100001163 | 60 | RM |
| 53 | 53 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 | BI01010001010000000000000515BI0100001164 | ||
| 54 | 54 | 100 mm HW | BI01010001010000000000000515BI0100001165 | 4 | Each |
| 55 | 55 | 150 mm HW | BI01010001010000000000000515BI0100001166 | 3 | Each |
| 56 | 56 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001167 | 16 | Cum. |
| 57 | 57 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). | BI01010001010000000000000515BI0100001168 | 10 | Cum. |
| 58 | 58 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001169 | 12 | Cum. |
| 59 | 59 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001170 | 2.5 | Cum. |
| 60 | 60 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 12mm thick | BI01010001010000000000000515BI0100001171 | 50 | Sqm. |
| 61 | 61 | Part E : Providing, Laying and Jointing of pipe line | BI01010001010000000000000515BI0100001172 | ||
| 62 | 62 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil | BI01010001010000000000000515BI0100001173 | ||
| 63 | 63 | For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001174 | 2500 | RMT |
| 64 | 64 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001175 | 1000 | RMT |
| 65 | 65 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | BI01010001010000000000000515BI0100001176 | ||
| 66 | 66 | 100 mm | BI01010001010000000000000515BI0100001177 | 2500 | Mtr |
| 67 | 67 | 150 mm | BI01010001010000000000000515BI0100001178 | 1000 | Mtr |
| 68 | 68 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001179 | 400 | Kg. |
| 69 | 69 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. 25 mm S-1 Type | BI01010001010000000000000515BI0100001180 | 4 | Each |
| 70 | 70 | Part F : Providing, Laying and Jointing of distribution main pipe line | BI01010001010000000000000515BI0100001181 | ||
| 71 | 71 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil | BI01010001010000000000000515BI0100001182 | ||
| 72 | 72 | For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001183 | 9100 | RMT |
| 73 | 73 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | BI01010001010000000000000515BI0100001184 | 1374 | RMT |
| 74 | 74 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001185 | 345 | RMT |
| 75 | 75 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M. HDPE PE-80 PN-6, 75 mm dia | BI01010001010000000000000515BI0100001186 | 4060 | RMT |
| 76 | 76 | 90mm dia | BI01010001010000000000000515BI0100001187 | 5003 | Mtr. |
| 77 | 77 | 110mm dia | BI01010001010000000000000515BI0100001188 | 37 | Mtr. |
| 78 | 78 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply of pipe shall be in straight length in 6/12 M. HDPE PE-80 PN-6 | BI01010001010000000000000515BI0100001189 | ||
| 79 | 79 | 125mm dia | BI01010001010000000000000515BI0100001190 | 551 | Mtr. |
| 80 | 80 | 140mm dia | BI01010001010000000000000515BI0100001191 | 823 | Mtr. |
| 81 | 81 | 160mm dia | BI01010001010000000000000515BI0100001192 | 297 | Mtr. |
| 82 | 82 | 200mm dia | BI01010001010000000000000515BI0100001193 | 23 | Mtr. |
| 83 | 83 | 225mm dia | BI01010001010000000000000515BI0100001194 | 25 | Mtr. |
| 84 | 84 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001195 | 500 | Kg. |
| 85 | 85 | Part G : Supply & Installation of pumping machinery | BI01010001010000000000000515BI0100001196 | ||
| 86 | 86 | Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification Discharge 20 to 30 LPS and head 31 to 40 M | BI01010001010000000000000515BI0100001197 | 2 | Each |
| 87 | 87 | S & F of Star delta Starter with MCB,Main and Aux Contactor,O/L Relay, L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB with panel with all accessories with following rating | BI01010001010000000000000515BI0100001198 | 4 | Each |
| 88 | 88 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 100 mm HW | BI01010001010000000000000515BI0100001199 | 5 | Each |
| 89 | 89 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Cover of Grey cast iron of IS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality), Body seat of SS ,Face to face dimensions as per API: 594, Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan conforming toType B of IS:341or paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,Spring SS AISI 316/304 , Bonnet Gasket EPDM, Bush- Brass with EPDM/NBR \"O \"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.0 100 mm dia | BI01010001010000000000000515BI0100001200 | 5 | Each |
| 90 | 90 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. | BI01010001010000000000000515BI0100001201 | 5 | Each |
| 91 | 91 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001202 | 1020 | Kg. |
| 92 | 92 | Part I :- Provition of functiona house hold service connection | BI01010001010000000000000515BI0100001203 | ||
| 93 | 93 | Providing service connection as per technical specifications & standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of Cement Concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiriby using a concrete cutter machine; depositing and refilling of pit &jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter; providing& fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece gunmetal ferrule 4.0mm (ISI make), valve (IS:778) and specials with MDPE pipe PE-80 PN 12.5 as per ISO 4427 below ground level and P&F GI pipe 15mm dia class B (ISI make) above ground level in the premises for fixing tap (max, length) 2.0 P&F a15 mm Bib cock with foam flow chorme plated with complete brass body including brass handle having good quality with wt 300 to 325 gm including accessories with flushing cleaning disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges. in addition to the ferrule an orifiec of 4.0 mm dia should be also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for imspection of VWSC, PHED and any other authourity which would like to inspect as and when required, the service line should be laid at least 45cm below ground level except in case of concrete / bituminous rounds where minimum depth shall be 20 cm. • The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of Testing Material: 9080 with minimum required strength of 8kg/sq.cm. • The raw material shall be of Food grade quality\n Pressure rating shall be 16 Bar • The pipes shall bear ISO marking\nAverage length upto 5.00 mtr of 20 mm MDPE pipe and 02 mtr 15mm GI Pipe class B. | BI01010001010000000000000515BI0100001204 | 555 | Nos. |
| 94 | 94 | SCHEME 2 :- Samandsar | BI01010001010000000000000515BI0100001205 | ||
| 95 | 95 | Part A: Construction & Commissioning of tube well by Combination Rig 2 Nos | BI01010001010000000000000515BI0100001206 | ||
| 96 | 96 | Construction of Tube Well from ground level and upto 100 mtr. depth and above to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 (part 1 & 2) 1979 as amended up to date. The work will include cost of lowering of housing, strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary and development of tube well as per IS specification using suitable Air Compressor but will not include cost of casing & strainer pipe. Work will be completed after obtaining sand free water. Nominal bore 250 mm dia. | BI01010001010000000000000515BI0100001207 | 550 | Mtr. |
| 97 | 97 | Add 15% extra on depth more than 100 mtr for drilling beyond 100 mtr depth. | BI01010001010000000000000515BI0100001208 | 900 | Mtr. |
| 98 | 98 | Construction of tube well after completion of item no. 2.1 & upto 100 mtr. depth and above in all type of rocks by DTH system as per IS : 2800 (Part I & II) 1979 as amended up to date. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe. Nominal bore 200 mm dia. | BI01010001010000000000000515BI0100001209 | 100 | Mtr. |
| 99 | 99 | Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 as amended up to date. | BI01010001010000000000000515BI0100001210 | 2 | Each |
| 100 | 100 | Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well. | BI01010001010000000000000515BI0100001211 | 60 | Hr. |
| 101 | 101 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of grade Fe 410 of following sizes 250 mm dia NB (Thicknee of pipe 7.1 mm & mass of tube 46.57 Kg/m) | BI01010001010000000000000515BI0100001212 | 550 | Mtr. |
| 102 | 102 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 250 mm dia nominal bore of 7.1mm thickness | BI01010001010000000000000515BI0100001213 | 140 | Mtr. |
| 103 | 103 | Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2011 (pump) and IS 9283-2013 (motor) or amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 13 KW (17.5 HP) & head above 120 mtr. | BI01010001010000000000000515BI0100001214 | 37.3 | KW |
| 104 | 104 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. Above 10 HP and above 15 HP | BI01010001010000000000000515BI0100001215 | 4 | Each |
| 105 | 105 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 6.0 mm2 | BI01010001010000000000000515BI0100001216 | 800 | Mtr. |
| 106 | 106 | Supply & Fixing of PVC insulated sheated (heavy duty) armourd electric cable with aluminium conductor for working voltage to Is:7098 Part-I/IS :1554 Part-I applicable. 3.5 core 35.0 mm2 | BI01010001010000000000000515BI0100001217 | 240 | Mtr. |
| 107 | 107 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both end in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be welded over top plate (as per drawing enclosed). A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 250 mm dia | BI01010001010000000000000515BI0100001218 | 2 | Each |
| 108 | 108 | Providing & Lowering in tubewell ISI marked GI Pipe “B\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 65 mm dia | BI01010001010000000000000515BI0100001219 | 600 | Mtr. |
| 109 | 109 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 65 mm dia | BI01010001010000000000000515BI0100001220 | 2 | Each |
| 110 | 110 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. | BI01010001010000000000000515BI0100001221 | 4 | each |
| 111 | 111 | Part B: Construction of switch board room 2 Nos | BI01010001010000000000000515BI0100001222 | ||
| 112 | 112 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001223 | 24 | Cum. |
| 113 | 113 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). | BI01010001010000000000000515BI0100001224 | 10 | Cum. |
| 114 | 114 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001225 | 16 | Cum. |
| 115 | 115 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001226 | 27 | Cum. |
| 116 | 116 | Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 : Upto 15 cm. thick. | BI01010001010000000000000515BI0100001227 | 0.84 | Cum. |
| 117 | 117 | Stone slab roofing on ground floor with fine grained stone slab from aproved quarry (Soorsagar, Jodhpur) including filling of joints of parapet and slab on both sides in cement sand mortar 1 :4 with top 15Cm. thick lime concrete (40:100) terracing (as per BIKANER PRACTICE) including sandla ralthal, hemp and methi well tapping finished smooth polished surface in all respects in lime surkhimortar 1 : 2 with nails and wire and lime batta (gola) 75 mm x 75 mm and sandla etc. complete finished for span : Above 2.5 m and Upto 3.05 metre. | BI01010001010000000000000515BI0100001228 | 19.7 | Sqm. |
| 118 | 118 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Kota stone 25 to 30mm thick. | BI01010001010000000000000515BI0100001229 | 3.08 | Sqm. |
| 119 | 119 | Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint | BI01010001010000000000000515BI0100001230 | 4 | Sqm. |
| 120 | 120 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Partly fixed and partly openable [ fixed area not to exceed 33%] | BI01010001010000000000000515BI0100001231 | 2.16 | Sqm. |
| 121 | 121 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete. | BI01010001010000000000000515BI0100001232 | 2 | Each |
| 122 | 122 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001233 | 84 | Kg |
| 123 | 123 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. | BI01010001010000000000000515BI0100001234 | 18.94 | Sqm. |
| 124 | 124 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. | BI01010001010000000000000515BI0100001235 | 210 | Sqm. |
| 125 | 125 | White washing with lime to give an even shade including all scaffolding: New work (three or more coats) | BI01010001010000000000000515BI0100001236 | 100 | Sqm. |
| 126 | 126 | Finishing walls with water proofing cement paint of required shade including all scaffolding. : New work (Two or more coats applied @ 3.84 kg/10 sqm). | BI01010001010000000000000515BI0100001237 | 150 | Sqm. |
| 127 | 127 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work | BI01010001010000000000000515BI0100001238 | 14 | Sqm. |
| 128 | 128 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | BI01010001010000000000000515BI0100001239 | 50 | Kg. |
| 129 | 129 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Sand or other approved stone 50mm thick. | BI01010001010000000000000515BI0100001240 | 8 | Sqm. |
| 130 | 130 | Providing and fixing 9mm thick teak ply for panel board including making holes for swiches etc; with brass washer & screws complete as required, bakelite sheet 9mm thick. | BI01010001010000000000000515BI0100001241 | 2.34 | Sqm. |
| 131 | 131 | Wiring of light point/fan point/cxhaust fan point/ call bell point with 1.5 sq. mm FRPVC inculated unsheathed flixiablecopper conductor 1.1 KV gradeand 1.5 sq.mm FRPVC insulated unsheathed flexable copper earth conductor 1.1 Kv grade (IS:694) of approved makein surface/recessed ISI markedmedium duty PVC conduit & it's accessories,round tiles18 SWG MS box with earth terminal secrewless cage connectors for netural looping in switch board & falce celling point 6A switch 3.0 mm thick phenolic laminated sheet xinc plated brassscrews cup wahers making connections testing etc. as reqyuired in PVC conduit group 2 | BI01010001010000000000000515BI0100001242 | ||
| 132 | 132 | Short point (upto 3 m) | BI01010001010000000000000515BI0100001243 | 4 | Per Point |
| 133 | 133 | Medium Point (upto 6m) | BI01010001010000000000000515BI0100001244 | 4 | Per Point |
| 134 | 134 | Wiring of 3 pin 5 amp light plug point with 1.5 sq. mm FRPVC inculated unsheathed flixiable copper conductor 1.1 KV gradeand 1.5 sq.mm FRPVC insulated unsheathed flexable copper earth conductor 1.1 Kv grade (IS:694) of approved makein surface/recessed ISI marked medium duty PVC conduit & it's accessories,round tiles18 SWG MS box with earth terminal secrew less cage connectors for netural looping in switch board & falce celling point 6A switch 3.0 mm thick phenolic laminated sheet xinc plated brassscrews cup wahers making connections testing etc. as reqyuired in PVC conduit group 2 on board | BI01010001010000000000000515BI0100001245 | 2 | Per Point |
| 135 | 135 | Part C : Construction and commissioning of CWR 200 KL | BI01010001010000000000000515BI0100001246 | ||
| 136 | 136 | Construction of RCC Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. | BI01010001010000000000000515BI0100001247 | 200000 | KL |
| 137 | 137 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect. (Size8 x 6) | BI01010001010000000000000515BI0100001248 | 48 | Sqm. |
| 138 | 138 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | BI01010001010000000000000515BI0100001249 | 400 | RMT |
| 139 | 139 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. | BI01010001010000000000000515BI0100001250 | 700 | Kg. |
| 140 | 140 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001251 | 400 | Kg. |
| 141 | 141 | Part D :- Construction and commissioning of OHSR 400 KL, 18 Mtr Stagning | BI01010001010000000000000515BI0100001252 | ||
| 142 | 142 | Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. | BI01010001010000000000000515BI0100001253 | 400000 | Itr |
| 143 | 143 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | BI01010001010000000000000515BI0100001254 | ||
| 144 | 144 | 100mm | BI01010001010000000000000515BI0100001255 | 60 | RM |
| 145 | 145 | 150mm | BI01010001010000000000000515BI0100001256 | 60 | RM |
| 146 | 146 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 | BI01010001010000000000000515BI0100001257 | ||
| 147 | 147 | 100 mm HW | BI01010001010000000000000515BI0100001258 | 4 | Each |
| 148 | 148 | 150 mm HW | BI01010001010000000000000515BI0100001259 | 3 | Each |
| 149 | 149 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001260 | 15 | Cum. |
| 150 | 150 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). | BI01010001010000000000000515BI0100001261 | 10 | Cum. |
| 151 | 151 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001262 | 17 | Cum. |
| 152 | 152 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001263 | 5 | Cum. |
| 153 | 153 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 12mm thick | BI01010001010000000000000515BI0100001264 | 160 | Sqm. |
| 154 | 154 | Part E :- Providing, Laying and Jointing of Raising Main Pipe Line | BI01010001010000000000000515BI0100001265 | ||
| 155 | 155 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil | BI01010001010000000000000515BI0100001266 | ||
| 156 | 156 | For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001267 | 1800 | RMT |
| 157 | 157 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001268 | 600 | RMT |
| 158 | 158 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | BI01010001010000000000000515BI0100001269 | ||
| 159 | 159 | 100 mm | BI01010001010000000000000515BI0100001270 | 1800 | Mtr |
| 160 | 160 | 150 mm | BI01010001010000000000000515BI0100001271 | 600 | Mtr |
| 161 | 161 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001272 | 800 | Kg. |
| 162 | 162 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. 25 mm S-1 Type | BI01010001010000000000000515BI0100001273 | 6 | Each |
| 163 | 163 | Part F : Providing, Laying and Jointing of distribution main pipe line | BI01010001010000000000000515BI0100001274 | ||
| 164 | 164 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil | BI01010001010000000000000515BI0100001275 | ||
| 165 | 165 | For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001276 | 14160 | RMT |
| 166 | 166 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | BI01010001010000000000000515BI0100001277 | 439 | RMT |
| 167 | 167 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001278 | 100 | RMT |
| 168 | 168 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M. HDPE PE-80 PN-6, 75 MM DIA | BI01010001010000000000000515BI0100001279 | ||
| 169 | 169 | 75mm dia | BI01010001010000000000000515BI0100001280 | 2149 | Mtr. |
| 170 | 170 | 90mm dia | BI01010001010000000000000515BI0100001281 | 11429 | Mtr. |
| 171 | 171 | 110mm dia | BI01010001010000000000000515BI0100001282 | 582 | Mtr. |
| 172 | 172 | 125mm dia | BI01010001010000000000000515BI0100001283 | 269 | Mtr. |
| 173 | 173 | 140mm dia | BI01010001010000000000000515BI0100001284 | 170 | Mtr. |
| 174 | 174 | 200mm dia | BI01010001010000000000000515BI0100001285 | 50 | Mtr. |
| 175 | 175 | 225mm dia | BI01010001010000000000000515BI0100001286 | 50 | Mtr. |
| 176 | 176 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001290 | 800 | Kg. |
| 177 | 177 | Part G : Supply & Installation of pumping machinery | BI01010001010000000000000515BI0100001291 | ||
| 178 | 178 | Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification Discharge 20 to 30 LPS and head 31 to 40 M | BI01010001010000000000000515BI0100001292 | 2 | Each |
| 179 | 179 | S & F of Star delta Starter with MCB,Main and Aux Contactor,O/L Relay, L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB with panel with all accessories with following rating | BI01010001010000000000000515BI0100001293 | 4 | Each |
| 180 | 180 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 100 mm HW | BI01010001010000000000000515BI0100001294 | 12 | Each |
| 181 | 181 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Cover of Grey cast iron of IS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality), Body seat of SS ,Face to face dimensions as per API: 594, Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan conforming toType B of IS:341or paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,Spring SS AISI 316/304 , Bonnet Gasket EPDM, Bush- Brass with EPDM/NBR \"O \"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.0 100 mm dia | BI01010001010000000000000515BI0100001295 | 8 | Each |
| 182 | 182 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. | BI01010001010000000000000515BI0100001296 | 4 | Each |
| 183 | 183 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001297 | 800 | Kg. |
| 184 | 184 | Part I :- Provition of functiona house hold service connection | BI01010001010000000000000515BI0100001298 | ||
| 185 | 185 | Providing service connection as per technical specifications & standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of Cement Concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiriby using a concrete cutter machine; depositing and refilling of pit &jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter; providing& fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece gunmetal ferrule 4.0mm (ISI make), valve (IS:778) and specials with MDPE pipe PE-80 PN 12.5 as per ISO 4427 below ground level and P&F GI pipe 15mm dia class B (ISI make) above ground level in the premises for fixing tap (max, length) 2.0 P&F a15 mm Bib cock with foam flow chorme plated with complete brass body including brass handle having good quality with wt 300 to 325 gm including accessories with flushing cleaning disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges. in addition to the ferrule an orifiec of 4.0 mm dia should be also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for imspection of VWSC, PHED and any other authourity which would like to inspect as and when required, the service line should be laid at least 45cm below ground level except in case of concrete / bituminous rounds where minimum depth shall be 20 cm. • The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of Testing Material: 9080 with minimum required strength of 8kg/sq.cm. • The raw material shall be of Food grade quality\n Pressure rating shall be 16 Bar • The pipes shall bear ISO marking\nAverage length upto 5.00 mtr of 20 mm MDPE pipe and 02 mtr 15mm GI Pipe class B. | BI01010001010000000000000515BI0100001299 | 444 | Nos. |
| 186 | 186 | SCHEME 3 :- Upani | BI01010001010000000000000515BI0100001300 | ||
| 187 | 187 | Part A :- Construction and Commissioning of Tube well 2 Nos. | BI01010001010000000000000515BI0100001301 | ||
| 188 | 188 | Construction of Tube Well from ground level and upto 100 mtr. depth and above to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 (part 1 & 2) 1979 as amended up to date. The work will include cost of lowering of housing, strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary and development of tube well as per IS specification using suitable Air Compressor but will not include cost of casing & strainer pipe. Work will be completed after obtaining sand free water. Nominal bore 250 mm dia. | BI01010001010000000000000515BI0100001302 | 550 | Mtr. |
| 189 | 189 | Add 15% extra on depth more than 100 mtr for drilling beyond 100 mtr depth. | BI01010001010000000000000515BI0100001303 | 350 | Mtr. |
| 190 | 190 | Construction of tube well after completion of item no. 2.1 & upto 100 mtr. depth and above in all type of rocks by DTH system as per IS : 2800 (Part I & II) 1979 as amended up to date. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe. Nominal bore 200 mm dia. | BI01010001010000000000000515BI0100001304 | 100 | Mtr. |
| 191 | 191 | Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 as amended up to date. | BI01010001010000000000000515BI0100001305 | 2 | Each |
| 192 | 192 | Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well. | BI01010001010000000000000515BI0100001306 | 70 | Hr. |
| 193 | 193 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of grade Fe 410 of following sizes 250 mm dia NB (Thicknee of pipe 7.1 mm & mass of tube 46.57 Kg/m) | BI01010001010000000000000515BI0100001307 | 550 | Mtr. |
| 194 | 194 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 250 mm dia nominal bore of 7.1mm thickness | BI01010001010000000000000515BI0100001308 | 140 | Mtr. |
| 195 | 195 | Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2011 (pump) and IS 9283-2013 (motor) or amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 13 KW (17.5 HP) & head above 120 mtr. | BI01010001010000000000000515BI0100001309 | 37.3 | KW |
| 196 | 196 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. Above 10 HP and above 15 HP | BI01010001010000000000000515BI0100001310 | 2 | Each |
| 197 | 197 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 6.0 mm2 | BI01010001010000000000000515BI0100001311 | 600 | Mtr. |
| 198 | 198 | Supply & Fixing of PVC insulated sheated (heavy duty) armourd electric cable with aluminium conductor for working voltage to Is:7098 Part-I/IS :1554 Part-I applicable. 3.5 core 35.0 mm2 | BI01010001010000000000000515BI0100001312 | 160 | Mtr. |
| 199 | 199 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both end in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be welded over top plate (as per drawing enclosed). A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 250 mm dia | BI01010001010000000000000515BI0100001313 | 2 | Each |
| 200 | 200 | Providing & Lowering in tubewell ISI marked GI Pipe “B\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 65 mm dia | BI01010001010000000000000515BI0100001314 | 360 | Mtr. |
| 201 | 201 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 65 mm dia | BI01010001010000000000000515BI0100001315 | 2 | Each |
| 202 | 202 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. | BI01010001010000000000000515BI0100001316 | 4 | each |
| 203 | 203 | Part B: Construction of switch board room 2 Nos | BI01010001010000000000000515BI0100001317 | ||
| 204 | 204 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001318 | 24 | Cum. |
| 205 | 205 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). | BI01010001010000000000000515BI0100001319 | 10 | Cum. |
| 206 | 206 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001320 | 16 | Cum. |
| 207 | 207 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001321 | 27 | Cum. |
| 208 | 208 | Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 : Upto 15 cm. thick. | BI01010001010000000000000515BI0100001322 | 0.84 | Cum. |
| 209 | 209 | Stone slab roofing on ground floor with fine grained stone slab from aproved quarry (Soorsagar, Jodhpur) including filling of joints of parapet and slab on both sides in cement sand mortar 1 :4 with top 15Cm. thick lime concrete (40:100) terracing (as per BIKANER PRACTICE) including sandla ralthal, hemp and methi well tapping finished smooth polished surface in all respects in lime surkhimortar 1 : 2 with nails and wire and lime batta (gola) 75 mm x 75 mm and sandla etc. complete finished for span : Above 2.5 m and Upto 3.05 metre. | BI01010001010000000000000515BI0100001323 | 19.7 | Sqm. |
| 210 | 210 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Kota stone 25 to 30mm thick. | BI01010001010000000000000515BI0100001324 | 3.08 | Sqm. |
| 211 | 211 | Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint | BI01010001010000000000000515BI0100001325 | 4 | Sqm. |
| 212 | 212 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Partly fixed and partly openable [ fixed area not to exceed 33%] | BI01010001010000000000000515BI0100001326 | 2.16 | Sqm. |
| 213 | 213 | Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete. | BI01010001010000000000000515BI0100001327 | 2 | Each |
| 214 | 214 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001328 | 84 | Kg |
| 215 | 215 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. | BI01010001010000000000000515BI0100001329 | 19.94 | Sqm. |
| 216 | 216 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. | BI01010001010000000000000515BI0100001330 | 210 | Sqm. |
| 217 | 217 | White washing with lime to give an even shade including all scaffolding: New work (three or more coats) | BI01010001010000000000000515BI0100001331 | 100 | Sqm. |
| 218 | 218 | Finishing walls with water proofing cement paint of required shade including all scaffolding. : New work (Two or more coats applied @ 3.84 kg/10 sqm). | BI01010001010000000000000515BI0100001332 | 150 | Sqm. |
| 219 | 219 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on New Work | BI01010001010000000000000515BI0100001333 | 14 | Sqm. |
| 220 | 220 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide | BI01010001010000000000000515BI0100001334 | 50 | Kg. |
| 221 | 221 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Sand or other approved stone 50mm thick. | BI01010001010000000000000515BI0100001335 | 8 | Sqm. |
| 222 | 222 | Providing and fixing 9mm thick teak ply for panel board including making holes for swiches etc; with brass washer & screws complete as required, bakelite sheet 9mm thick. | BI01010001010000000000000515BI0100001336 | 2.34 | Sqm. |
| 223 | 223 | Wiring of light point/fan point/cxhaust fan point/ call bell point with 1.5 sq. mm FRPVC inculated unsheathed flixiablecopper conductor 1.1 KV gradeand 1.5 sq.mm FRPVC insulated unsheathed flexable copper earth conductor 1.1 Kv grade (IS:694) of approved makein surface/recessed ISI markedmedium duty PVC conduit & it's accessories,round tiles18 SWG MS box with earth terminal secrewless cage connectors for netural looping in switch board & falce celling point 6A switch 3.0 mm thick phenolic laminated sheet xinc plated brassscrews cup wahers making connections testing etc. as reqyuired in PVC conduit group 2 | BI01010001010000000000000515BI0100001337 | ||
| 224 | 224 | Short point (upto 3 m) | BI01010001010000000000000515BI0100001338 | 4 | Per Point |
| 225 | 225 | Medium Point (upto 6m) | BI01010001010000000000000515BI0100001339 | 4 | Per Point |
| 226 | 226 | Wiring of 3 pin 5 amp light plug point with 1.5 sq. mm FRPVC inculated unsheathed flixiable copper conductor 1.1 KV gradeand 1.5 sq.mm FRPVC insulated unsheathed flexable copper earth conductor 1.1 Kv grade (IS:694) of approved makein surface/recessed ISI marked medium duty PVC conduit & it's accessories,round tiles18 SWG MS box with earth terminal secrew less cage connectors for netural looping in switch board & falce celling point 6A switch 3.0 mm thick phenolic laminated sheet xinc plated brassscrews cup wahers making connections testing etc. as reqyuired in PVC conduit group 2 on board | BI01010001010000000000000515BI0100001340 | 2 | Per Point |
| 227 | 227 | Part C :- Construction of CWR 300 Kl Capacity | BI01010001010000000000000515BI0100001341 | ||
| 228 | 228 | Construction of RCC Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. | BI01010001010000000000000515BI0100001342 | 300000 | KL |
| 229 | 229 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect. (Size8 x 6) | BI01010001010000000000000515BI0100001343 | 48 | Sqm. |
| 230 | 230 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | BI01010001010000000000000515BI0100001344 | 400 | RMT |
| 231 | 231 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. | BI01010001010000000000000515BI0100001345 | 250 | Kg. |
| 232 | 232 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001346 | 400 | Kg. |
| 233 | 233 | Part D :- Construction and Commissioning of OHSR 600 KL, 18 Mtr. Stg | BI01010001010000000000000515BI0100001347 | ||
| 234 | 234 | Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. | BI01010001010000000000000515BI0100001348 | 600000 | Itr |
| 235 | 235 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | BI01010001010000000000000515BI0100001349 | ||
| 236 | 236 | 100mm | BI01010001010000000000000515BI0100001350 | 60 | RM |
| 237 | 237 | 150mm | BI01010001010000000000000515BI0100001351 | 60 | RM |
| 238 | 238 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 | BI01010001010000000000000515BI0100001352 | ||
| 239 | 239 | 100 mm HW | BI01010001010000000000000515BI0100001353 | 4 | Each |
| 240 | 240 | 150 mm HW | BI01010001010000000000000515BI0100001354 | 3 | Each |
| 241 | 241 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | BI01010001010000000000000515BI0100001355 | 16 | Cum. |
| 242 | 242 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size). | BI01010001010000000000000515BI0100001356 | 10 | Cum. |
| 243 | 243 | Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1 : 6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001357 | 12 | Cum. |
| 244 | 244 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix \n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | BI01010001010000000000000515BI0100001358 | 2.5 | Cum. |
| 245 | 245 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 12mm thick | BI01010001010000000000000515BI0100001359 | 50 | Sqm. |
| 246 | 246 | Part E :- Providing, Laying and Jointing of Raising Main Pipe Line | BI01010001010000000000000515BI0100001360 | ||
| 247 | 247 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil | BI01010001010000000000000515BI0100001361 | ||
| 248 | 248 | For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001362 | 2500 | RMT |
| 249 | 249 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001363 | 1000 | RMT |
| 250 | 250 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | BI01010001010000000000000515BI0100001364 | ||
| 251 | 251 | 100 mm | BI01010001010000000000000515BI0100001365 | 2600 | Mtr |
| 252 | 252 | 150 mm | BI01010001010000000000000515BI0100001366 | 1200 | Mtr |
| 253 | 253 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001367 | 400 | Kg. |
| 254 | 254 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. 25 mm S-1 Type | BI01010001010000000000000515BI0100001368 | 4 | Each |
| 255 | 255 | Part F : Providing, Laying and Jointing of distribution main pipe line | BI01010001010000000000000515BI0100001369 | ||
| 256 | 256 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil | BI01010001010000000000000515BI0100001370 | ||
| 257 | 257 | For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001371 | 16030 | RMT |
| 258 | 258 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | BI01010001010000000000000515BI0100001372 | 626 | RMT |
| 259 | 259 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001373 | 676 | RMT |
| 260 | 260 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M. HDPE PE-80 PN-6, 75 mm dia | BI01010001010000000000000515BI0100001374 | 3906 | RMT |
| 261 | 261 | 90mm dia | BI01010001010000000000000515BI0100001375 | 10574 | Mtr. |
| 262 | 262 | 110mm dia | BI01010001010000000000000515BI0100001376 | 1550 | Mtr. |
| 263 | 263 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply of pipe shall be in straight length in 6/12 M. HDPE PE-80 PN-6 | BI01010001010000000000000515BI0100001377 | ||
| 264 | 264 | 125mm dia | BI01010001010000000000000515BI0100001378 | 222 | Mtr. |
| 265 | 265 | 140mm dia | BI01010001010000000000000515BI0100001379 | 404 | Mtr. |
| 266 | 266 | 180mm dia | BI01010001010000000000000515BI0100001380 | 244 | Mtr. |
| 267 | 267 | 200mm dia | BI01010001010000000000000515BI0100001381 | 229 | Mtr. |
| 268 | 268 | 225mm dia | BI01010001010000000000000515BI0100001382 | 203 | Mtr. |
| 269 | 269 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001383 | 500 | Kg. |
| 270 | 270 | Part G : Supply & Installation of pumping machinery | BI01010001010000000000000515BI0100001384 | ||
| 271 | 271 | Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification Discharge 20 to 30 LPS and head 31 to 40 M | BI01010001010000000000000515BI0100001385 | 2 | Each |
| 272 | 272 | S & F of Star delta Starter with MCB,Main and Aux Contactor,O/L Relay, L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB with panel with all accessories with following rating | BI01010001010000000000000515BI0100001386 | 2 | Each |
| 273 | 273 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 100 mm HW | BI01010001010000000000000515BI0100001387 | 5 | Each |
| 274 | 274 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Cover of Grey cast iron of IS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality), Body seat of SS ,Face to face dimensions as per API: 594, Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan conforming toType B of IS:341or paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,Spring SS AISI 316/304 , Bonnet Gasket EPDM, Bush- Brass with EPDM/NBR \"O \"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.0 100 mm dia | BI01010001010000000000000515BI0100001388 | 5 | Each |
| 275 | 275 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. | BI01010001010000000000000515BI0100001389 | 3 | Each |
| 276 | 276 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001390 | 550 | Kg. |
| 277 | 277 | Part I :- Provition of functiona house hold service connection | BI01010001010000000000000515BI0100001391 | ||
| 278 | 278 | Providing service connection as per technical specifications & standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of Cement Concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiriby using a concrete cutter machine; depositing and refilling of pit &jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter; providing& fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece gunmetal ferrule 4.0mm (ISI make), valve (IS:778) and specials with MDPE pipe PE-80 PN 12.5 as per ISO 4427 below ground level and P&F GI pipe 15mm dia class B (ISI make) above ground level in the premises for fixing tap (max, length) 2.0 P&F a15 mm Bib cock with foam flow chorme plated with complete brass body including brass handle having good quality with wt 300 to 325 gm including accessories with flushing cleaning disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges. in addition to the ferrule an orifiec of 4.0 mm dia should be also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for imspection of VWSC, PHED and any other authourity which would like to inspect as and when required, the service line should be laid at least 45cm below ground level except in case of concrete / bituminous rounds where minimum depth shall be 20 cm. • The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of Testing Material: 9080 with minimum required strength of 8kg/sq.cm. • The raw material shall be of Food grade quality\n Pressure rating shall be 16 Bar • The pipes shall bear ISO marking\nAverage length upto 5.00 mtr of 20 mm MDPE pipe and 02 mtr 15mm GI Pipe class B. | BI01010001010000000000000515BI0100001392 | 665 | Nos. |
AI Tender Summary
Tender Timeline
Jul 05, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
May 18, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 14, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 14, 2021
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 06, 2021
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 06, 2021
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 28, 2021
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 28, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 29, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender