Work Of Construction Of Sources, Rising Main Pipelines, Cwrs, Pump Houses, Esrs, Internal Village Distribution Pipeline And Fhtc Including One Year Defect Liability Period Of Various Villages Under Panchayat Samiti Malakhera Under Jjm In The Jurisdiction
Tender Value
29.70 Crore
Estimated cost
Bid Submission
10 Jun 2021
0 days left
EMD
59.41 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
PS MALAKHEDA → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work of construction of Sources, rising main pipelines, CWRs, Pump houses, ESRs, internal village distribution pipeline and FHTC including one year Defect Liability period of Various Villages under Panchayat Samiti Malakhera under JJM in the jurisdiction of PHED Rural Division 1st Alwar
BOQ
| Name of Work: Work of construction of Sources, rising main pipelines, CWRs, Pump houses, ESRs, internal village distribution pipeline and FHTC including one year Defect Liability period of Various Villages under Panchayat Samiti Malakhera under JJM in the jurisdiction of PHED Rural Division 1st Alwar | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Drilling Work | BI01010001010000000000000515BI0100001134 | ||
| 2 | 1.1 | Construction of tube well after completion of drilling by rotary /percussion/odex method & upto 150 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. Nominal bore 200 mm dia. (PHED 2020/2.3.2) | BI01010001010000000000000515BI0100001135 | 4790 | Mtr |
| 3 | 1.2 | Add 15% extra on above item for drilling depth beyond 150 mtr, If depth of Tube well is more than 150 mtr. (PHED 2020/2.3.3) | BI01010001010000000000000515BI0100001136 | 4970 | Mtr |
| 4 | 1.3 | Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housing and strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water. Nominal bore 200 mm dia. (PHED 2020/2.6.2) | BI01010001010000000000000515BI0100001137 | 8160 | Mtr |
| 5 | 1.4 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes . 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) (PHED 2020/2.11.2) | BI01010001010000000000000515BI0100001138 | 8213 | Mtr |
| 6 | 2 | 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 ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. 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. 200 mm. dia.(PHED 2020/2.23.3) | BI01010001010000000000000515BI0100001139 | 53 | Each |
| 7 | 3 | 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. 200 mm dia nominal bore. (PHED 2020/2.12.3) | BI01010001010000000000000515BI0100001140 | 1272 | Mtr |
| 8 | 4 | Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as 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. (PHED 2020/2.15) | BI01010001010000000000000515BI0100001141 | ||
| 9 | 4.1 | 9.3 KW (12.5 HP) & head above 120 mtr. (2.15.6) | BI01010001010000000000000515BI0100001142 | 446.4 | KW |
| 10 | 4.2 | 11 KW (15 HP) & head above 120 mtr. (2.15.8) | BI01010001010000000000000515BI0100001143 | 110 | KW |
| 11 | 4.3 | 13 KW (17.5 HP) & head above 120 mtr. (2.15.10) | BI01010001010000000000000515BI0100001144 | 351 | KW |
| 12 | 5 | 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. (PHED 2020/2.19) | BI01010001010000000000000515BI0100001145 | ||
| 13 | 5.1 | 3 core 6.0 Sq.mm (2.19.2) | BI01010001010000000000000515BI0100001146 | 18294 | RM |
| 14 | 6 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core. (PHED 2020/2.20.2) | BI01010001010000000000000515BI0100001147 | 2580 | RM |
| 15 | 7 | Providing & Lowering in tube well 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 MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. (PHED 2020/2.24) | BI01010001010000000000000515BI0100001148 | ||
| 16 | 7.1 | 50 mm dia (2.24.2) | BI01010001010000000000000515BI0100001149 | 8532 | RM |
| 17 | 7.2 | 80 mm dia (2.24.4) | BI01010001010000000000000515BI0100001150 | 246 | RM |
| 18 | 8 | Providing & laying ISI marked GI Pipe “A” class as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect. (PHED 2020/2.13) | BI01010001010000000000000515BI0100001151 | 1040 | Mtr |
| 19 | 9 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 80mm Dia (PHED 2020/2.30.2) | BI01010001010000000000000515BI0100001152 | 53 | Nos. |
| 20 | 10 | 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. (PHED 2020/2.32) | BI01010001010000000000000515BI0100001153 | 53 | Nos |
| 21 | 11 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of 50 mm dia (PHED 2020/ 2.26.1) | BI01010001010000000000000515BI0100001154 | 51 | Nos |
| 22 | 12 | 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 preventer, 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 gauge 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 platform 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. (PHED 2020/ 2.18) | BI01010001010000000000000515BI0100001155 | ||
| 23 | 12.1 | above 10.0 HP and up to 15.0 HP (2.18.2) | BI01010001010000000000000515BI0100001156 | 30 | Nos |
| 24 | 12.2 | Above 15 HP (2.18.3) | BI01010001010000000000000515BI0100001157 | 23 | Nos |
| 25 | 13 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. (PHED 2020/2.21) | BI01010001010000000000000515BI0100001158 | 53 | Nos |
| 26 | 14 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. (PHED 2020/2.27) | BI01010001010000000000000515BI0100001159 | 53 | Nos |
| 27 | 15 | Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc. External work : 80 mm dia. nominal bore (RUIDP2017/34.12.8) | BI01010001010000000000000515BI0100001160 | 54 | Mtr |
| 28 | 16 | RISING, DISTRIBUTION PIPELINE, RESERVOIR, PUMPING MACHINERY & CIVIL WORK | BI01010001010000000000000515BI0100001161 | ||
| 29 | 17 | 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-10 (PHED 2020/1.4.3) | BI01010001010000000000000515BI0100001162 | ||
| 30 | 17.1 | 90 mm dia (1.4.3.1) | BI01010001010000000000000515BI0100001163 | 15391.5 | RM |
| 31 | 17.2 | 110 mm dia (1.4.3.2) | BI01010001010000000000000515BI0100001164 | 6900 | RM |
| 32 | 18 | 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-10 (PHED 2020/1.5.3) | BI01010001010000000000000515BI0100001165 | ||
| 33 | 18.1 | 125mm dia (1.5.3.1 ) | BI01010001010000000000000515BI0100001166 | 200 | RM |
| 34 | 18.2 | 140 mm dia (1.5.3.2 ) | BI01010001010000000000000515BI0100001167 | 3950 | RM |
| 35 | 18.3 | 160 mm dia (1.5.3.3 ) | BI01010001010000000000000515BI0100001168 | 300 | RM |
| 36 | 19 | 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. (PHED 2020/1.1 ) | BI01010001010000000000000515BI0100001169 | ||
| 37 | 19.1 | 100 mm (1.1.2 ) | BI01010001010000000000000515BI0100001170 | 300 | RM |
| 38 | 19.2 | 150 mm (1.1.3 ) | BI01010001010000000000000515BI0100001171 | 5360 | RM |
| 39 | 19.3 | 200 mm (1.1.4 ) | BI01010001010000000000000515BI0100001172 | 1708 | RM |
| 40 | 19.4 | 250 mm (1.1.5 ) | BI01010001010000000000000515BI0100001173 | 422 | RM |
| 41 | 20 | 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 (PHED 2020/6.1.1) | BI01010001010000000000000515BI0100001174 | ||
| 42 | 20.1 | 80 mm HW (6.1.1.1 ) | BI01010001010000000000000515BI0100001175 | 205 | Each |
| 43 | 20.2 | 100 mm HW (6.1.1.2 ) | BI01010001010000000000000515BI0100001176 | 173 | Each |
| 44 | 20.3 | 125 mm HW (6.1.1.3 ) | BI01010001010000000000000515BI0100001177 | 43 | Each |
| 45 | 20.4 | 150 mm HW (6.1.1.4 ) | BI01010001010000000000000515BI0100001178 | 98 | Each |
| 46 | 20.5 | 200 mm HW (6.1.1.5 ) | BI01010001010000000000000515BI0100001179 | 59 | Each |
| 47 | 20.6 | 250 mm HW (6.1.1.6 ) | BI01010001010000000000000515BI0100001180 | 2 | Each |
| 48 | 21 | 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 & Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10% for each layer of 100 mm thick road cut i.e. 20% for 200 mm thick and so on.\n(PHED 2020/4.1.1 & 4.1.5) | BI01010001010000000000000515BI0100001181 | ||
| 49 | 21.1 | For HDPE pipe line dia up to 110 mm (4.1.1.1 ) | BI01010001010000000000000515BI0100001182 | 204236 | RMT |
| 50 | 21.2 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. (4.1.1.2 ) | BI01010001010000000000000515BI0100001183 | 25760 | RMT |
| 51 | 21.3 | For dia of pipe above 150 mm and up to 350 mm nominal. (4.1.1.3 ) | BI01010001010000000000000515BI0100001184 | 11216 | RMT |
| 52 | 21.4 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. (PHED 2020/4.2) | BI01010001010000000000000515BI0100001185 | 8380.67 | Cum |
| 53 | 21.5 | Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) (PHED 2020/4.5) | BI01010001010000000000000515BI0100001186 | ||
| 54 | 21.51 | 60mm Thick (4.5.1) | BI01010001010000000000000515BI0100001187 | 954 | Sqm |
| 55 | 21.52 | 80mm Thick (4.5.2) | BI01010001010000000000000515BI0100001188 | 1228.5 | Sqm |
| 56 | 21.53 | 100mm Thick (4.5.3) | BI01010001010000000000000515BI0100001189 | 18 | Sqm |
| 57 | 22 | 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 1: 2: 4 (1 cement : 2 coares sand : 4 graded stone aggregate 20mm nominal size). (PWD 2019/ B-3/3.1.2) | BI01010001010000000000000515BI0100001190 | 3185.19 | Cum |
| 58 | 23 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. (PHED 2020/4.4) | BI01010001010000000000000515BI0100001191 | 2967.72 | Cum |
| 59 | 24 | Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. (RUIDP 2017/19.59) | BI01010001010000000000000515BI0100001192 | ||
| 60 | 24.1 | 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve ( 19.59.1 ) | BI01010001010000000000000515BI0100001193 | 13 | Each |
| 61 | 24.2 | 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve ( 19.59.2 ) | BI01010001010000000000000515BI0100001194 | 7 | Each |
| 62 | 25 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.\nApply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. (PHED 2020/4.4 ) | BI01010001010000000000000515BI0100001195 | ||
| 63 | 25.1 | 300 mm Dia 8 mm thick casing pipe with protective coating. ( 4.4.1 ) | BI01010001010000000000000515BI0100001196 | 4 | RM |
| 64 | 26 | 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-06 (PHED 2020/1.4.1) | BI01010001010000000000000515BI0100001197 | ||
| 65 | 26.1 | 75 mm dia ( 1.4.1.1 ) | BI01010001010000000000000515BI0100001198 | 127435 | RM |
| 66 | 26.2 | 90 mm dia ( 1.4.1.2 ) | BI01010001010000000000000515BI0100001199 | 37112 | RM |
| 67 | 26.3 | 110 mm dia ( 1.4.1.3 ) | BI01010001010000000000000515BI0100001200 | 17397 | RM |
| 68 | 27 | 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 ( PHED 2020/1.5.1 ) | BI01010001010000000000000515BI0100001201 | ||
| 69 | 27.1 | 125mm dia ( 1.5.1.1 ) | BI01010001010000000000000515BI0100001202 | 9339 | RM |
| 70 | 27.2 | 140 mm dia ( 1.5.1.2 ) | BI01010001010000000000000515BI0100001203 | 6611 | RM |
| 71 | 27.3 | 160 mm dia ( 1.5.1.3 ) | BI01010001010000000000000515BI0100001204 | 6241 | RM |
| 72 | 27.4 | 180mm dia ( 1.5.1.4 ) | BI01010001010000000000000515BI0100001205 | 2400 | RM |
| 73 | 27.5 | 200mm dia ( 1.5.1.5 ) | BI01010001010000000000000515BI0100001206 | 31 | RM |
| 74 | 28 | Earth work In excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed. All type of Soil (PWD/2019/B-1/1.6) | BI01010001010000000000000515BI0100001207 | 312 | Cum |
| 75 | 29 | 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. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size) (PWD BSR 2019 / B-3/3.1.6) | BI01010001010000000000000515BI0100001208 | 24 | Cum |
| 76 | 30 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). (PWD BSR 2019 /B-6.1.6) | BI01010001010000000000000515BI0100001209 | 129.6 | Cum |
| 77 | 31 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : (20 mm thick) (PWD BSR 2019 /B_12.2.2) | BI01010001010000000000000515BI0100001210 | 288 | Sqm |
| 78 | 32 | Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointing with cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : (PWD BSR 2019 /B-11/11.20) | BI01010001010000000000000515BI0100001211 | 129.6 | Sqm |
| 79 | 33 | S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal (PWD/2019/S-3/3.35.4) | BI01010001010000000000000515BI0100001212 | 40 | Per Each |
| 80 | 34 | 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. | BI01010001010000000000000515BI0100001213 | ||
| 81 | 34.1 | MS pipe specials upto 600 mm dia (with minimum 5.0 mm thickness sheet) | BI01010001010000000000000515BI0100001214 | 7045 | Kg |
| 82 | 35 | Providing service connection as per technical specification and 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/jhiri by 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 4.0 mm (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 15 mm class B (ISI mark) above ground level in the premises for fixing tap ( max. length 2.0 mtr), P&F a 15mm Bib Cock with foam flow chrome 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 orifice of 4.0 mm dia should 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 inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm.\nFor detailed specifications of MDPE pipes please refer section \"Technical Specifications\" of bid document. General specifications of MDPE pipes shall be as under:\n• 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 8 Kg/sq.cm.\n• The raw material shall be Food grade quality \nPressure rating shall be 12.5 Bar.\n• The pipes shall bear ISO marking. ( PHED 2020/1.19 )\n | BI01010001010000000000000515BI0100001215 | ||
| 83 | 35.1 | Average length up to 05 mtr 20 mm dia MDPE pipe & 02 Mtr 15 mm GI class B pipe | BI01010001010000000000000515BI0100001216 | 10706 | Each |
| 84 | 35.2 | Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. | BI01010001010000000000000515BI0100001217 | 32118 | Mtr |
| 85 | 35.3 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). ( PHED/2020/4.5.1 ) | BI01010001010000000000000515BI0100001218 | 267.65 | Cum |
| 86 | 36 | 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.\nThe rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: For foundation on SBC 7 MT/sqm applicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5%. For foundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%.. For foundation on SBC more than 18MT/sqm rates decreased by 5 % Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. Rates for RCC Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II . . (PHED2020/3.3.3) | BI01010001010000000000000515BI0100001219 | ||
| 87 | 36.1 | up to100 KL capacity ( 3.3.3.1 ) ( 01 No. 50 KL, 01 No. 75 KL , 04 No. 100 KL ) seismic zone IV , SBC 10T/sqm | BI01010001010000000000000515BI0100001220 | 525000 | Litre |
| 88 | 36.2 | 150 KL capacity ( 3.3.3.2 ) ( 05 No. 150 KL ) seismic zone IV , SBC 10T/sqm | BI01010001010000000000000515BI0100001221 | 750000 | Litre |
| 89 | 36.3 | 200 KL capacity ( 3.3.3.3 ) (02 No. 200 KL) seismic zone IV , SBC 10T/sqm | BI01010001010000000000000515BI0100001222 | 400000 | Litre |
| 90 | 37 | Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. ( PHED2020/3.6 ) | BI01010001010000000000000515BI0100001223 | ||
| 91 | 37.1 | 100 mm | BI01010001010000000000000515BI0100001224 | 536.52 | Mtr |
| 92 | 37.2 | 150 mm | BI01010001010000000000000515BI0100001225 | 796.5 | Mtr |
| 93 | 37.3 | 200 mm | BI01010001010000000000000515BI0100001226 | 561 | Mtr |
| 94 | 37.4 | 250 mm | BI01010001010000000000000515BI0100001227 | 20 | Mtr |
| 95 | 38 | Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. (PHED 2020/5.5) | BI01010001010000000000000515BI0100001228 | ||
| 96 | 38.1 | 7.5 HP (5.5.3) | BI01010001010000000000000515BI0100001229 | 2 | Each |
| 97 | 38.2 | 10 HP (5.5.4) | BI01010001010000000000000515BI0100001230 | 8 | Each |
| 98 | 38.3 | 12.5 HP (5.5.5) | BI01010001010000000000000515BI0100001231 | 4 | Each |
| 99 | 38.4 | 15 HP (5.5.6) | BI01010001010000000000000515BI0100001232 | 8 | Each |
| 100 | 38.5 | 20 HP (5.5.7) | BI01010001010000000000000515BI0100001233 | 10 | Each |
| 101 | 39 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 35.0 Sq.mm, 3.5 core ( PHED 2020/2.20.4 ) | BI01010001010000000000000515BI0100001234 | 450 | Mtr |
| 102 | 40 | SITC STAR DELTA Starter type LT Panel of following rating: all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. (PHED 2020/ 7.2) | BI01010001010000000000000515BI0100001235 | ||
| 103 | 40.1 | STAR DELTA STARTER 10.0 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \nO/G- MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) | BI01010001010000000000000515BI0100001236 | 7 | Each |
| 104 | 40.2 | STAR DELTA STARTER 12.5 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \nO/G- MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) | BI01010001010000000000000515BI0100001237 | 3 | Each |
| 105 | 40.3 | STAR DELTA STARTER 15.0 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \n O/G- MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) | BI01010001010000000000000515BI0100001238 | 5 | Each |
| 106 | 40.4 | STAR DELTA STARTER 20.0 HP (1W+ 1S): I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \nO/G- MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) | BI01010001010000000000000515BI0100001239 | 5 | Each |
| 107 | 41 | Providing and fixing double flanged ISI marked GI pipes (external works) with GI fittings excluding valves (IS:1239 mark) and MS clamps, as vertical pipes for RCC Reservoirs including specials required such as 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. 100 mm dia (PHED 2020/3.5.4) | BI01010001010000000000000515BI0100001240 | 389 | Mtr |
| 108 | 42 | 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 . The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: For foundation on SBC 7 MT/sqm applicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5% . For foundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%. . For foundation on SBC more than 18MT/sqm rates decreased by 5 %. For foundation on SBC more than 10MT/sqm rates decreased by 5 %. The rates are applicable for staging height of 18 M. These rates shall be increased or decreased for variation in the staging height as below.1. For staging 20 Mtr add 5% 2. For staging 22 Mtr add 7% 3. For staging above 22 Mtr add 2% per mtr over rate of 22 mtr staging ( only in exceptional condition where hydraulics does not permit). Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. ( PHED2020 /3.2 ) | BI01010001010000000000000515BI0100001241 | ||
| 109 | 42.01 | 100 KL capacity SBC 10T/sqm, seismic zone IV and Staging 18 Meter. ( 01 No. 100 KL) | BI01010001010000000000000515BI0100001242 | 100000 | Litre |
| 110 | 42.02 | 150 KL capacity SBC 10T/sqm, seismic zone IV and Staging 18 Meter. ( 01 No. 150 KL) | BI01010001010000000000000515BI0100001243 | 150000 | Litre |
| 111 | 42.03 | 250 KL capacity SBC 10T/sqm, seismic zone IV and Staging 18 Meter. ( 02 No. 250 KL) | BI01010001010000000000000515BI0100001244 | 500000 | Litre |
| 112 | 42.04 | 250 KL capacity SBC 10T/sqm, seismic zone IV and Staging 20 Meter. ( 01 No. 250 KL) | BI01010001010000000000000515BI0100001245 | 250000 | Litre |
| 113 | 42.05 | 350 KL capacity SBC 10T/sqm, seismic zone IV and Staging 20 Meter. ( 01 No. 350 KL) | BI01010001010000000000000515BI0100001246 | 350000 | Litre |
| 114 | 42.06 | 350 KL capacity SBC 10T/sqm, seismic zone IV and Staging 18 Meter. ( 01 No. 350 KL) | BI01010001010000000000000515BI0100001247 | 350000 | Litre |
| 115 | 42.07 | 400 KL capacity SBC 10T/sqm, seismic zone IV and Staging 18 Meter. ( 03 No. 400 KL) | BI01010001010000000000000515BI0100001248 | 1.2e+06 | Litre |
| 116 | 42.08 | 450 KL capacity SBC 10T/sqm, seismic zone IV and Staging 18 Meter. ( 01 No. 450 KL) | BI01010001010000000000000515BI0100001249 | 450000 | Litre |
| 117 | 42.09 | 450 KL capacity SBC 10T/sqm, seismic zone IV and Staging 20 Meter. ( 01 No. 450 KL) | BI01010001010000000000000515BI0100001250 | 450000 | Litre |
| 118 | 43 | SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. \nNote: Rates are exclusive of tail piece / dismantling joints and earth work. ( PHED 2020/11.3 ) | BI01010001010000000000000515BI0100001251 | ||
| 119 | 43.1 | BFM 100 mm | BI01010001010000000000000515BI0100001252 | 2 | Each |
| 120 | 43.2 | BFM 150 mm | BI01010001010000000000000515BI0100001253 | 4 | Each |
| 121 | 43.3 | BFM 200 mm | BI01010001010000000000000515BI0100001254 | 9 | Each |
| 122 | 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. ( PHED/2020/8.1 ) | BI01010001010000000000000515BI0100001255 | 168 | sqm |
| 123 | 45 | Wiring for light point /fan point/exhaust Fan point /call bell point with 1.5 Sq.mm P.V.C.insulated aluminium conductor cable1.1 KV grade and 1.5 sqm PVC insulated unsheathed solid /stranded aluminium earth conductor 1.1 KV ( IS :694 of group ii and approved make in surface /rescessed ISI marked medium , zinl plated/ duty PVC conduit &its acessories, round tiles, 18 SWG MS box with earthing terminal ,6 A switch,3.0 mm thick phenolic laminated sheet,zinl plated/brass screws cup washers , making connection, testing etc as required Group-1 | BI01010001010000000000000515BI0100001256 | ||
| 124 | 45.1 | (a) Short Point (upto 3 mtr.) ( PWD Elet 2013 / E30101 ) | BI01010001010000000000000515BI0100001257 | 28 | P .Point |
| 125 | 45.2 | (b) Medium Point (upto 6mtr.) ( PWD Elet 2013 / E30102 ) | BI01010001010000000000000515BI0100001258 | 28 | P .Point |
| 126 | 45.3 | (c) Long Point (upto 10 mtr.) ( PWD Elet 2013 / E30103 ) | BI01010001010000000000000515BI0100001259 | 14 | P .Point |
| 127 | 46 | Wiring for twin control light point /fan point/call bell point with 1.5 Sq.mm P.V.C.insulated aluminium conductor cable1.1 KV grade and 1.5 sqm PVC insulated unsheathed solid /stranded aluminium earth conductor 1.1 KV ( IS :694 of group ii and approved make in surface /rescessed ISI marked medium , zinl plated/ duty PVC conduit &its acessories, round tiles, 18 SWG MS box with earthing terminal ,6 A switch,3.0 mm thick phenolic laminated sheet,zinl plated/brass screws cup washers , making connection, testing etc as required Medium point (up to 6 Mtr) group-1 ( PWD Elet 2013 / E30202 ) | BI01010001010000000000000515BI0100001260 | 14 | P.Point |
| 128 | 47 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. | BI01010001010000000000000515BI0100001261 | ||
| 129 | 47.1 | (a) 2 x 4.0 sq.mm ( PWD Elet 2013 / E120102 ) | BI01010001010000000000000515BI0100001262 | 420 | Mtr |
| 130 | 48 | P&F 18 SWG MS recessed fan box hexagonal /round size 100 mm dia , depth, 75 mm ,12mm dia rod fan hook with 100 m length extended on each side ( PWD Elet 2013 / E170600 ) | BI01010001010000000000000515BI0100001263 | 14 | Each |
| 131 | 49 | P&F double ball bearing capacitor start ceiling fan of approved make complete with regulator and all its accessories like suspention system,canopy cotter pin etc as required --size 1200 mm sweep ( PWD Elet 2013 / E170403 ) | BI01010001010000000000000515BI0100001264 | 14 | Each |
| 132 | 50 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. --single pole and neutral MCB rating 6A to 32 A Group I ( PWD Elet 2013 / E060130 ) | BI01010001010000000000000515BI0100001265 | 14 | Each |
| 133 | 51 | Supplying and laying following size earth wire/strip in horizontal and vertical run in ground /surface/recess including riveting, soldering, saddles making connection as required. ---10 SWG copper wire ( PWD Elet 2013 / E150703) | BI01010001010000000000000515BI0100001266 | 140 | Mtr |
| 134 | 52 | P & F of IP20 LED Recessed / Surface Mounted, Round / Sqaure Non-Dimmable Downlight with die-cast aluminum housing & Heat Sink for heat dissipation, high purity reflector with external driver having efficiency > 85% and in compliance to IEC standards. Power Consumption of = 7W/ 10W / 15W / 18W with ~ 500 / 750 / 1100 / 1250 lumens, System Lumen efficacy of 70 lm / watt output suitable to replace 1x18W / 2x18W / 2x 26W CFL Downlights, life time of 50000 Burning Hours with 70% of intial Lumen maintaned. CCT 3000°K , 4000°K & 6000°K. Fixture shall be CE compliance. Recessed Mounting LED Downlight 6/7W ( PWD Elet 2013 / E193111 ) | BI01010001010000000000000515BI0100001267 | 28 | Each |
| 135 | 53 | P&F fluorescent type tubelight rod in existing fixture group I --Flourscent powder coated (minimum 3 star rating) 36/40 Watts ( PWD Elet 2013 / E190712 ) | BI01010001010000000000000515BI0100001268 | 28 | Each |
| 136 | 54 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. ( PHED 2020/8.2 ) | BI01010001010000000000000515BI0100001269 | 247.4 | RMT |
| 137 | 55 | 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. ( PWD Alwar 2019 / B_9.31 ) | BI01010001010000000000000515BI0100001270 | 1960 | Mtr |
| 138 | 56 | Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design). ( PWD Alwar 2019 / B_9.9 ) | BI01010001010000000000000515BI0100001271 | 1300 | Kg |
| 139 | 57 | 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 ( PWD Alwar 2019 / B_9.8.1 ) | BI01010001010000000000000515BI0100001272 | 2520 | Per Kg. |
| 140 | 58 | Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) ( PWD Alwar 2019 / B_5.2.1 ) | BI01010001010000000000000515BI0100001273 | 52 | Cum. |
| 141 | 59 | Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia ( PWD2019/S4/4.24.1 ) | BI01010001010000000000000515BI0100001274 | 120 | Rm |
| 142 | 60 | Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia ( PWD2019/S4/4.25.1 ) | BI01010001010000000000000515BI0100001275 | 120 | Rm |
| 143 | 61 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. ( PWD2019/B-4 /4.9 ) | BI01010001010000000000000515BI0100001276 | 60 | Sqm |
| 144 | 62 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) ( PWD2019/B-4 /4.13.2 ) | BI01010001010000000000000515BI0100001277 | 400 | Kg |
| 145 | 63 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix ( PWD2019/B-4 /4.1 ) | BI01010001010000000000000515BI0100001278 | 4 | Cum |
| 146 | 64 | Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids | BI01010001010000000000000515BI0100001279 | ||
| 147 | 64.1 | Size 9 to 12 mm ( PWD2019/S4/4.28.1 ) | BI01010001010000000000000515BI0100001280 | 32 | Cum |
| 148 | 64.2 | Size 3 to 5 mm ( PWD2019/S4/4.28.2 ) | BI01010001010000000000000515BI0100001281 | 32 | Cum |
| 149 | 65 | Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. ( PWD2019/S4/4.29 ) | BI01010001010000000000000515BI0100001282 | 16 | Cum |
AI Tender Summary
Tender Timeline
May 06, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 11, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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