Public Health And Engineering Department has published Execution Of Works Related To Coverage Of Fluoride Affected Habitation Under Project Dn Phalodi Viz . Providing , Laying And Jointing Of Pipe Line Construction Of Rcc Glrs , Psp , Cwt , Ph , Cwr And Providing Installation Of Pm Including 10 Year O A. Submission Date for this Tender is 20-07-2020. Pipe Laying Tenders in Phalodi Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 07-Jul-2020 | addenda1 | Technical Bid | 20-07-2020 |
| Name of Work: Execution of works related to Coverage of Fluoride Affected Habitation Under Project Division Phalodi viz. Providing ,Laying and Jointing of Pipe Line Construction of RCC GLRs, PSP, CWT, Pumping Houses, CWR and Providing and Installation of pumping machinery etc. including necessary Design,with O&M for 10 years after one year defect liability period. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PIPE LINES :\nPWD/BSR/2019/B-1/1.8 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 sqm 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 | BI01010001010000000000000515BI0100001112 | 34664 | Cum |
| 2 | 2 | PWD/BSR/2019/B-1/1.7.1 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 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary Rock | BI01010001010000000000000515BI0100001113 | 29300 | Cum |
| 3 | 3 | PHED/BSR/2019/22.05.2019/1.4 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing mateial 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) Note : Providing and ixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply up to 110 mm dia. in coil & above 110 mm dia straight length in 6 M. | BI01010001010000000000000515BI0100001114 | ||
| 4 | 3.01 | 160 mm HDPE PE-80, PN 10 | BI01010001010000000000000515BI0100001115 | 5000 | Mtr |
| 5 | 3.02 | 125 mm HDPE PE-80, PN 10 | BI01010001010000000000000515BI0100001116 | 4000 | Mtr |
| 6 | 3.03 | 110 mm HDPE PE-80, PN 10 | BI01010001010000000000000515BI0100001117 | 28500 | Mtr |
| 7 | 3.04 | 90 mm HDPE PE-80, PN 10 | BI01010001010000000000000515BI0100001118 | 20150 | Mtr |
| 8 | 3.05 | 125 mm HDPE PE-80, PN 6 | BI01010001010000000000000515BI0100001119 | 700 | Mtr |
| 9 | 3.06 | 110 mm HDPE PE-80, PN 6 | BI01010001010000000000000515BI0100001120 | 8050 | Mtr |
| 10 | 3.07 | 90 mm HDPE PE-80, PN 6 | BI01010001010000000000000515BI0100001121 | 27100 | Mtr |
| 11 | 4 | PHED/BSR/2019/22.05.2019/1.1 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) Note : 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. | BI01010001010000000000000515BI0100001122 | ||
| 12 | 4.01 | 150 mm DI K-7 | BI01010001010000000000000515BI0100001123 | 2400 | Mtr |
| 13 | 4.02 | 100 mm DI K-7 | BI01010001010000000000000515BI0100001124 | 14080 | Mtr |
| 14 | 5 | SLLUICE VALVES AND AIR VALVE :-\nRUIDP/19.20.1.1 Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS:14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Category "A" " Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC),Fouress Engineers Pvt. Ltd.) | BI01010001010000000000000515BI0100001125 | ||
| 15 | 5.01 | 150mm | BI01010001010000000000000515BI0100001126 | 3 | Each |
| 16 | 5.02 | 125mm | BI01010001010000000000000515BI0100001127 | 3 | Each |
| 17 | 5.03 | 100mm | BI01010001010000000000000515BI0100001128 | 21 | Each |
| 18 | 5.04 | 80mm | BI01010001010000000000000515BI0100001129 | 23 | Each |
| 19 | 6 | Provision for const. of Sluice Valve Chambers(23 No | BI01010001010000000000000515BI0100001130 | ||
| 20 | 6.01 | PWD/BSR/2019/B-1/1.8Earth work in excavation infoundation trenches of drains including dressing of sides and ramming of bottom, lift up to 1.5 Mtr. including tacking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplu | BI01010001010000000000000515BI0100001131 | 235.52 | cum |
| 21 | 6.02 | PWD/BSR/2019/B-16/3.2.6 Providing & laying cement concrete including curing, compaction etc, complete using stone aggregate 40 mm nominal size in foundation plinth, excluding the cost of shuttering, using: 1 cement : 3 sand : 6 aggregate mix | BI01010001010000000000000515BI0100001132 | 15.41 | Cum |
| 22 | 6.03 | PWD/BSR/2019/B-21/4.3.1 Providing & laying cement concrete in RCC work in foundations, rafts, footings, strap beam, bases of columns etc. including curing, compation, finishing with rendering in cement sand mortar 1:3 (1cement : course sand) and making good the joints, excluding 1:1.5:3 | BI01010001010000000000000515BI0100001133 | 69.23 | Cum |
| 23 | 6.04 | PWD/BSR/2019/B-23/4.12.1 Centering & shuttering with plywood or steel sheets including strutting, propping, bracing bothways with wooden members and formwork for foundation inbasement rafts, footing, strap beams, bases of column, etc. upto plinth level. Superstructure utpo 4.5 m | BI01010001010000000000000515BI0100001134 | 745.2 | Sqm |
| 24 | 6.05 | PWD/BSR/2019/B-25/4.13.1 Providing & fabrication steel reinfrocement for RCC work in including cutting, bending, placing in postion and binding complete including cost of base column etc. upto plinth level. hot rolled defomed (IS : 1139) cold twisted (IS : 1786) bars. | BI01010001010000000000000515BI0100001135 | 3214.66 | Kg. |
| 25 | 6.06 | PWD/BSR/2019/B-25/4.16Providing, hoisting and fixing up to floor three level precast reinforced concrete work in string courses, copings, bed plates, anchor blocks, plain window sills and the like including cost of required centering, shuttering, finishing, smooth with 6 mm thick cement plaster 1:3 (1-Cement:3-fine sand) on exposed surface complete excluding cost of reinforcement with 1:2:4 (1-Cement:2-Sand:4-stone aggregate graded 20/12.5 mm nominal size). | BI01010001010000000000000515BI0100001136 | 11.96 | cum |
| 26 | 7 | Provision for Air Valves with Stand 47 No | BI01010001010000000000000515BI0100001137 | ||
| 27 | 7.01 | PWD/BSR/2019/B-1/1.8 Earth work in excavation infoundation trenches of drains including dressing of sides and ramming of bottom, lift up to 1.5 Mtr. including tacking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplu | BI01010001010000000000000515BI0100001138 | 23.5 | cum |
| 28 | 7.02 | PWD/BSR/2019/B-16/3.2.6 Providing & laying cement concrete including curing, compaction etc, complete using stone aggregate 40 mm nominal size in foundation plinth, excluding the cost of shuttering, using: 1 cement : 3 sand : 6 aggregate mix | BI01010001010000000000000515BI0100001139 | 1.88 | Cum |
| 29 | 7.03 | PWD/BSR/2019/B-21/4.3.1Providing & laying cement concrete in RCC work in foundations, rafts, footings, strap beam, bases of columns etc. including curing, compation, finishing with rendering in cement sand mortar 1:3 (1cement : course sand) and making good the joints, excluding 1:1.5:3 | BI01010001010000000000000515BI0100001140 | 14.57 | Cum |
| 30 | 7.04 | PWD/BSR/2019/B-23/4.12.1Centering & shuttering with plywood or steel sheets including strutting, propping, bracing bothways with wooden members and formwork for foundation inbasement rafts, footing, strap beams, bases of column, etc. upto plinth level. Superstructure utpo 4.5 m | BI01010001010000000000000515BI0100001141 | 117.5 | Sqm |
| 31 | 7.05 | PWD/BSR/2019/B-25/4.13.1Providing & fabrication steel reinfrocement for RCC work in including cutting, bending, placing in postion and binding complete including cost of base column etc. upto plinth level. hot rolled defomed (IS : 1139) cold twisted (IS : 1786) bars. | BI01010001010000000000000515BI0100001142 | 457.78 | Kg. |
| 32 | 7.06 | PWD/BSR/2019/B-25/4.13.1P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. 25 mm dia nominal bore. Class B | BI01010001010000000000000515BI0100001143 | 112.8 | Mtr. |
| 33 | 7.07 | RUIDP BSR-19.32.1 - Providing, lowering, laying, aligning, fixing in position and jointing inpipe line, CI screwed Air valves class PN-1.0 single ball of approved make, including screw down isolation valve of following dia including cost of all labour, jointing material i.e. bolts, nuts, rubber insertions etc. complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.\n25mm dia screwed end. | BI01010001010000000000000515BI0100001144 | 47 | each |
| 34 | 8 | RUIDP/2017/19.58 Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class "B" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer. | |||
| 35 | 8.01 | RUIDP/2017/19.58.1 BFM80 for DN 80 mm | 32 | Each | |
| 36 | 8.02 | RUIDP/2017/19.58.2 BFM80 for DN 100 mm | 18 | Each | |
| 37 | 8.03 | RUIDP/2017/19.58.4 BFM80 for DN 150 mm | BI01010001010000000000000515BI0100001145 | 2 | Each |
| 38 | 9 | PUMPING MACHINERY :- Mechanical and Electrical Equipment, Accessories & Civil works:- Provision For Supply errection and testing of pumps & motors (1 W + 1 S) with control panels & cables etc. including installation charges & cost of DI/GI/CI pipis, specials, bends, valves, cables, soft start starters, power Factor control & lightening Control panel, CTPT etc. 3 phase 440 volt Centrifugal pump sets of designed head and designed discharge as per Scope of Work and Specifications including civil works etc. for PS Baori Barsinga, Udat, Peelwa, Malam Singh Ki Sid, Sodadhara, Rawat Nagar, Mokheri & Bengati Kallan | BI01010001010000000000000515BI0100001146 | 1 | Lot |
| 39 | 10 | RUIDP/19.20.1.1 Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS:14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Category "A" " Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC),Fouress Engineers Pvt. Ltd.),complete in all respect as per the scope of work & specificationsof following sizes(in mm): | BI01010001010000000000000515BI0100001147 | ||
| 40 | 10.01 | 100MM | BI01010001010000000000000515BI0100001148 | 12 | No |
| 41 | 10.02 | 80MM | BI01010001010000000000000515BI0100001149 | 12 | No |
| 42 | 11 | PHED BSR/22.05.2019/1.6.1 Providing and fixing of flanged/ plain ended MS Special made from MS sheet strips of relevent IS specification of approved thickness by welding, lowering, laying, aligning, fixingin 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 ditection of Engineer-in-charge.\nMS pipe special upto 600 mm dia (with minimum 5.0 mm thickness sheet) | BI01010001010000000000000515BI0100001150 | 3000 | Kg |
| 43 | 12 | RESERVOIRS :-\nCWR :-PHED /BSR/ 2019/3.2 Construction of RCC Circular Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls bottom slab, top roof slab / dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including railing and disposing of surplus stuff, all labour and material charges, providing and fixing accessories such as M.S./Aluminium ladder/RCC Stairs inside and outside, manhole rams and cover, puddle collar, ventilators, inlet, outlet, washout, overflow pipes & arrangement, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including dome, 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. | BI01010001010000000000000515BI0100001151 | ||
| 44 | 12.01 | PS Baori Barsinga (capacity 50 KL) | BI01010001010000000000000515BI0100001152 | 50000 | litre |
| 45 | 12.02 | PS Udat (capacity 50 KL) | BI01010001010000000000000515BI0100001153 | 50000 | litre |
| 46 | 12.03 | PS Rawat nagar (capacity 50 KL) | BI01010001010000000000000515BI0100001154 | 50000 | litre |
| 47 | 12.04 | PS Peelwa (capacity 50 KL) | BI01010001010000000000000515BI0100001155 | 50000 | litre |
| 48 | 12.05 | PS Mokheri (capacity 50 KL) | BI01010001010000000000000515BI0100001156 | 50000 | litre |
| 49 | 12.06 | PS Bengati kallan (capacity 50 KL) | BI01010001010000000000000515BI0100001157 | 50000 | litre |
| 50 | 12.07 | PHED /BSR/ 2019/ 3.4 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS 8329-2000 (amended upto date ), as vertical pipes for RCC Resorviors 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 respect upto and from valve chamber as per direction of EIC, Technical Specification and scope of work. of following diameter | |||
| 51 | 12.08 | PHED /BSR/ 2019/ 3.4 .1 100 mm | 40 | mtr | |
| 52 | 12.09 | PHED /BSR/ 2019/ 3.4 .2 150 mm | 20 | mtr | |
| 53 | 13 | GLR :-PHED /BSR/ 2019/3.3 Construction of RCC Ground Level Reservoir ( GLR ) of following capacity including Earth work for foundation, RCC work, accessories like ventilator, man hole cover, MS ladder, plinth protection, inlet pipe, outlet pipe for PSP CWT and washout pipe, puddle coller, hydraulic testing of structure, providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work, GA drawing and direction of EIC | BI01010001010000000000000515BI0100001158 | ||
| 54 | 13.01 | Meghwalo KD (Malamsingh Ki Sid) Cap. 30KL | BI01010001010000000000000515BI0100001159 | 30000 | litre |
| 55 | 13.02 | Vishnoiyo KD (Malamsingh Ki Sid) Cap.30KL | BI01010001010000000000000515BI0100001160 | 30000 | litre |
| 56 | 13.03 | Bhartaniyo KD (Sodadhara) Cap. 20KL | BI01010001010000000000000515BI0100001161 | 20000 | litre |
| 57 | 13.04 | Bhatiyo KD (Udat) Cap. 40KL | BI01010001010000000000000515BI0100001162 | 40000 | litre |
| 58 | 13.05 | Meghwalo KD (Dayakor) Cap. 10KL | BI01010001010000000000000515BI0100001163 | 10000 | litre |
| 59 | 13.06 | Dhirji Kumar KD (Shree Jambheshwar Nagar) Cap. 20 KL | BI01010001010000000000000515BI0100001164 | 20000 | litre |
| 60 | 13.07 | Farid Khan KD (Bengati Kallan) Cap. 35KL | BI01010001010000000000000515BI0100001165 | 35000 | litre |
| 61 | 14 | CWT/PSP :- Construction of PSP and CWT (6x1) M as per design ,drawing &specifications complete in all respect (26 N0) | BI01010001010000000000000515BI0100001166 | ||
| 62 | 14.01 | B-1/1.8 : Eath work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m. 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 | 28.08 | Per Cum |
| 63 | 14.02 | B-3/3.2.4: Providing and laying in position cement concrete Including curing, compation etc complet in specified grade excluding cost of centering & shuttering. All work up to plinth level using 1:3:6 (1 Cement: 3 Coarse sand : 6 graded stone aggregate 20mm nominal size) B-3/3.2.3 | BI01010001010000000000000515BI0100001168 | 83.2 | Per Cum |
| 64 | 14.03 | B-3/3.2.3: Providing & laying in position cement concrete including cuing, compaction etc complete in specified grade excluding the cost of centeing and shuttering All work pu to plinth level. 1 2 : 4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001169 | 10.4 | Per Cum |
| 65 | 14.04 | B-4/4.1.1 : Providing and laying in position grade of reinforced cement concrete, including cuing, compaction, finishing with rendeing in cement sand mortar 1 : 3 (Icement: 3 coarse sand) and making good the joints excluding the cost of centeing, shutteing. All works up to plinth level 1:1:2(1 cement: 1 coarse sand 2 graded stone aggregate 20 mm nominal size) | 14.3 | Per Cum | |
| 66 | 14.05 | B-4/4.2.1: Reinformced cement concerete work in walls (any thickness) including attached pilasters, buttresses, plinth and sting courses, fillets, columns, pillars, piers, abutents, posts and struts etc up to floor three level including cuing, compation, finishing with rendering in cement sand motar 1 : 3 (1 cement: 3 course sand) and making good the joints excluding cost of centeing shutteing and reiforcement 1 : 1 : 2 (1 cement: 1 course sand : 2 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001171 | 20.8 | Per Cum |
| 67 | 14.06 | B-4/4,11 : Centring & shutteing with plywood or steel sheets including strutting propping, bracing both ways and removal of formwork for foundations in basements raft, footing, stap beams, bass of columns, etc upto plinth level | BI01010001010000000000000515BI0100001172 | 78 | Per Sqm |
| 68 | 14.07 | B-4/4.12.1 : Centeing & shutteing with plywood or steel sheets including strutting, propping, baing both ways with wooden members and removal of formwork for super structure up to 4.5 mtr. above plinth for walls (any thickness) including attached pilasters, buttresses plinth and string course. | 468 | Per Sqm | |
| 69 | 14.08 | B-4/4.13.3 : Providing and fabicating reinforcement for RCC work including straightening, cutting bending, palcing in position and binding (including cost of binding wire) all complete upto loor three level. Hot rolled deformed bars (IS 1139) | 1430 | Per Kg | |
| 70 | 14.09 | B-13/12.53.1 : Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding New work (Three or more coats) | 447.2 | Per Sqm | |
| 71 | 14.1 | Labour Charge of inter connection of one GLR with CWT & PSP in eluding laying jointing of pipe line of vaious sizes upt length of 5 Mtr. Tp 30 Mtr. (AC.& PVC Pipe will be supplied by the depatment) and fixing of all specials, nipples, teps, bends, reducer etc Complete for commission of GLR & PSP welding of nipples socket for PSP stand etc. | 26 | Each Job | |
| 72 | 15 | REPAIR OF RCC GLRs (19 Nos.) | |||
| 73 | 15.01 | B-3/3.2.4 : Providing and laying in position cement concrete Including curring, compation etc. complet in specified grade excluding cost of centering & shuttering. All work up to plinth level using 1:3:6 (1Cement : 3 Coarse sand : 6 graded stone aggregate 20mm nominal size) | 5.7 | Per Cum | |
| 74 | 15.02 | B-3/3.2.3 : Providing & laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering All work pu to plinth level. 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 1.9 | Per Cum | |
| 75 | 15.03 | B -9/9.19 : Providing and fixing steel gate grating and grills made of angles, tees, square bars of other flats black pipe with hold fast and fittings complete as per design and drawing including cutting and welding and fabrication with priming coat of red oxide. | 680 | Per Kg | |
| 76 | 15.04 | B-9/9.22.3 : Providing and fixing 1mm thick M.S. sheet garrage door shutter with frame of 40x40x6 mm angle iron 3mm M.S. gusset plates at the junctions and corners including all fittings and applying a coat of approved steel primer. Using flats 30 x 6 mm for diagonal braces and central crosspiece. | 6.84 | Per Sqm | |
| 77 | 15.05 | B-9/9.31 : Supplying and fixing, fixed wire gauge of 14 mesh x 24 gauge of the metal frame of rolled section by metal beading 20 x 3 mm with suitable screw at not exceeding 150 mm distance | 24.17 | Per Sqm | |
| 78 | 15.06 | B-12/12.7.2 : Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish 20 mm thick. | 940 | Sqm | |
| 79 | 15.07 | B-13/12.53.1 : Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding New work (Three or more coats) | 1720 | Per Sqm | |
| 80 | 15.08 | NON BSR ITEM : Labour Charge of inter connection of one GLR with CWT & PSP in cluding laying jointing of pipe line of various sizes upt length of 5 Mtr. Tp 30 Mtr. (A.C. & PVC Pipe will be supplied by the department) and fixing of all specials, nipples, teps, bends, reducer etc. Complete for commission of GLR & PSP welding of nipples socket for PSP stand etc. | 19 | Each Job | |
| 81 | 16 | PUMP HOUSE (CIVIL WORKS) :-\nConstruction of Pump House of size 6mx4m at | |||
| 82 | 16.01 | Baori Barsinga | 1 | Each | |
| 83 | 16.02 | Udat | 1 | Each | |
| 84 | 16.03 | Rawat Nagar | 1 | Each | |
| 85 | 16.04 | Peelwa | 1 | Each | |
| 86 | 16.05 | Mokheri | 1 | Each | |
| 87 | 16.06 | Bengti Kallan | 1 | Each | |
| 88 | 17 | ROAD CROSSING :- | |||
| 89 | 17.01 | PWD BSR 2019/B-14/14.2.1 : Demolishing cement concrete including disposal of material within 50 meter lead : 1:3:6 or richer mix. | 37.8 | Cum | |
| 90 | 17.02 | PWD BSR 2019/B-3/3.2.2\nProviding and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level IS 456-2000: \n1:1.5:3 (1Cement :1.5 Course Sand :3 Graded stone aggregate 20 mm nominal size | 68.3 | Cum | |
| 91 | 18 | Providing and pushing of MS casing pipe/ carrier pipe in required length with two sluice valve u/s and d/s ,specials for Railway crossing including all necessary earth work, civil works, construction of 2 nos. valve chambers and providing two nos vents on casing, one each at two ends of crossing complete in all respect as per the drawing approved by railway authority and scope of work and specifications given, to the complete satisfaction of Engineer in Charge. | 1 | Lot | |
| 92 | 19 | Basic Service Charge for O&M\nCost of Basic Service Charge for O&M of all civil, Mechanical, Electrical, Instrumentation works at Clear water pump houses at various H/W. Transmission mains of various villages, CWRs, GLRs, etc. complete system. (Starting after successful completion of one year defect liability period) | |||
| 93 | 19.01 | 1 Year | 1 | Nos | |
| 94 | 19.02 | 2 Year | 1 | Nos | |
| 95 | 19.03 | 3 Year | 1 | Nos | |
| 96 | 19.04 | 4 Year | 1 | Nos | |
| 97 | 19.05 | 5 Year | 1 | Nos | |
| 98 | 19.06 | 6 Year | 1 | Nos | |
| 99 | 19.07 | 7 Year | 1 | Nos | |
| 100 | 19.08 | 8 Year | 1 | Nos | |
| 101 | 19.09 | 9 Year | 1 | Nos | |
| 102 | 19.1 | 10 Year | 1 | Nos | |
| 103 | 19.11 | 11 Year | 1 | Nos |
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