Public Health Engineering Department-PHED has published Providing Laying & Jointing Of Pipe Line With Pump Motor & Construction Of Source & Storage At Unwas, Gp-Unwas , Block- Khamnor, District- Rajsamand. Submission Date for this Tender is 10-03-2021. Pump Supply Tenders in Rajsamand Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-Mar-2021 | Due Date Extended - All the tenders due for closing on 08-Mar-2021 have been extended by 24 hours | Admin Corrigendum Date Extend | 10-03-2021 |
| Name of Work: Providing Laying & Jointing of Pipe Line with Pump Motor & Construction of Source & Storage at Unwas, GP-Unwas , Block- Khamnor, District- Rajsamand | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | OPEN WELL | 1 | ||
| 2 | 2 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, 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 lead of 50 mtr. All kinds of soil. | 2 | 50.13 | Cum |
| 3 | 3 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramnming of bottoms lift up to 1.5 mtr including traking out the excavated soil and depositing and refilling of jhiri with watering and ramming and deposals of surplus excavted soil as directed with a lead in a 50 mtr including stacking of useful material if available. | 3 | ||
| 4 | 4 | Ordinary rock | 4 | 50.13 | Cum |
| 5 | 5 | Hard rock (requiring blasting) useful material 30 % | 5 | 109.54 | Cum |
| 6 | 6 | Recovery of Hard rock useful material 30% | 6 | 33 | Cum |
| 7 | 7 | Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof. | 7 | ||
| 8 | 8 | In All Kind of soil | 8 | ||
| 9 | 9 | From 1.50 to 2.50 m | 9 | 20.05 | Cum |
| 10 | 10 | In ordinary rock and hard rock | 10 | ||
| 11 | 11 | From 2.50 to 3.00 m | 11 | 10.01 | Cum |
| 12 | 12 | From 3.00 to 4.50 m | 12 | 30.03 | Cum |
| 13 | 13 | From 4.50 to 6.00 m | 13 | 30.03 | Cum |
| 14 | 14 | From 6.00 to 7.50 m | 14 | 18.84 | Cum |
| 15 | 15 | From 7.50 to 9.00 m | 15 | 14.13 | Cum |
| 16 | 16 | From 9.00 to 10.50 m | 16 | 14.13 | Cum |
| 17 | 17 | From 10.50 to 12.00 m | 17 | 14.13 | Cum |
| 18 | 18 | From 12.00 to 13.50 m | 18 | 14.13 | Cum |
| 19 | 19 | From 13.50 to 15.00 m | 19 | 14.13 | Cum |
| 20 | 20 | Add extra over item no 2.1 and 2.2 for excavation in saturated soil where pumping or bailing out of water is required including shorting strutting where required and dewatering.(Respective applicable rates) | 20 | ||
| 21 | 21 | From 4.00 to 4.50 m | 21 | 10.01 | Cum |
| 22 | 22 | From 4.50 to 6.00 m | 22 | 30.06 | Cum |
| 23 | 23 | From 6.00 to 7.50 m | 23 | 18.84 | Cum |
| 24 | 24 | From 7.50 to 9.00 m | 24 | 14.13 | Cum |
| 25 | 25 | From 9.00 to 10.50 m | 25 | 14.13 | Cum |
| 26 | 26 | From 10.50 to 12.00 m | 26 | 14.13 | Cum |
| 27 | 27 | From 12.00 to 13.50 m | 27 | 14.13 | Cum |
| 28 | 28 | From 13.50 to 15.00 m | 28 | 14.13 | Cum |
| 29 | 29 | Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1 | 29 | 210 | Sqm |
| 30 | 30 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level | 30 | ||
| 31 | 31 | Thermo mechanically treated bars (conforming to relevant IS:1786.) | 31 | 820 | Kg. |
| 32 | 32 | Providing and layiny in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for : | 32 | ||
| 33 | 33 | Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc. | 33 | ||
| 34 | 34 | M20 grade nominal mix (with graded stone aggregate 20mm nominal size) | 34 | 12 | Cum |
| 35 | 35 | Structural steel work in single section fixed with connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height | 35 | ||
| 36 | 36 | In flates, tees, angles & Channals | 36 | 250 | Kg |
| 37 | 37 | In R.S. Joists | 37 | 150 | Kg |
| 38 | 38 | Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in: | 38 | ||
| 39 | 39 | Cement Mortar 1:4 ( 1 cement : 4 Sand ) | 39 | 1 | Cum |
| 40 | 40 | Random Rubble stone masonary for superstructure above plinth level one storey height above 30 cm. thick walls in : | 40 | ||
| 41 | 41 | Cement mortar 1:4 ( 1 Cement : 4 Sand ) | 41 | 0.75 | Cum |
| 42 | 42 | Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish: | 42 | ||
| 43 | 43 | 20 mm thick | 43 | 5 | Sqm |
| 44 | 44 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding | 44 | ||
| 45 | 45 | New Work ( Three or more coats) | 45 | 32.97 | Sqm |
| 46 | 46 | Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade : | 46 | ||
| 47 | 47 | New steel work ( two or more coats) | 47 | 6.99 | Sqm |
| 48 | 48 | GLSR | 48 | ||
| 49 | 49 | Construction of RCC Circular Ground Service Reservoirs on Hillock 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 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 to 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. | 49 | ||
| 50 | 50 | For capacity up to 500 KL.(50 KL) near Anganwadi | 50 | 50000 | Per Ltr |
| 51 | 51 | For capacity up to 500 KL.(60 KL) at panchayat Beeda | 51 | 60000 | Per Ltr |
| 52 | 52 | 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 | 52 | ||
| 53 | 53 | 100 mm | 53 | 20 | mtr |
| 54 | 54 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. 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, 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | 54 | ||
| 55 | 55 | 100 mm | 55 | 4 | each |
| 56 | 56 | Pump Machinery | 56 | ||
| 57 | 57 | 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. | 57 | ||
| 58 | 58 | 5 HP ( H-70 mtr, LPS-2.31, 5.0 HP) | 58 | 2 | each |
| 59 | 59 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block 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. | 59 | ||
| 60 | 60 | Centrifugal Monoblock Pump set (Single Stage) 5 HP ( H-55mtr, LPS-2.31, 5.0 HP) | 60 | 1 | each |
| 61 | 61 | 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. | 61 | ||
| 62 | 62 | Above 5 HP and up to 10 HP | 62 | 2 | Each |
| 63 | 63 | 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. | 63 | ||
| 64 | 64 | 10.0 Sq.mm, 4 core | 64 | 10 | mtr |
| 65 | 65 | Supplying & installation 100 diameter sealed diaphragm bourden type pressure gauge of range 0 to 10 kg including all jointing material as per specification of safety cover. | 65 | 2 | Each |
| 66 | 66 | 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 following dia. | 66 | ||
| 67 | 67 | 50 mm dia | 67 | 2 | Each |
| 68 | 68 | Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended upto date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended upto date, along with clamping of submersible cable etc. complete in all respect. | 68 | ||
| 69 | 69 | 50mm dia | 69 | 22 | /mtr. |
| 70 | 70 | Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials "B" Class | 70 | ||
| 71 | 71 | 50mm dia | 71 | 1 | each |
| 72 | 72 | Supply of MS clamp, set of 50x6 mm flat form iron with nuts and bolts etc. holding the riser pipe assembly of submersible pump set. | 72 | 2 | /Each |
| 73 | 73 | 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 8 130: 1980 includ ing making connection etc. | 73 | ||
| 74 | 74 | 3 core 4.0 mm2 | 74 | 30 | /mtr. |
| 75 | 75 | Rising main | 75 | ||
| 76 | 76 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing in trenches 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 incl. all taxes (Central and Local) transportation and frieght charges, inspection charges, loading/unloadingcharges, 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.( excluding earth work) with excise Duty Exemption. Note:- Providing and fixing of all requisite specials as per drawing, design and layout areinclusive in RM measurement of the item and shall not be paid separately. | 76 | ||
| 77 | 77 | Dia (mm) Type Class | 77 | ||
| 78 | 78 | 80 DI K-7 | 78 | 930 | per meter |
| 79 | 79 | 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. | 79 | ||
| 80 | 80 | 80mm dia | 80 | 350 | per meter |
| 81 | 81 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 5382 1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complere including all marerial, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work) | 81 | ||
| 82 | 82 | AJS Tee , Bend, Reducer (All End Socketed) | 82 | ||
| 83 | 83 | Upto 300 mm Diameter | 83 | 100 | Kg |
| 84 | 84 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Resilient (Soft) seated Gate Valve EPDM Coated DI wedge 100% vaccum light, flange Dimention IS: 14846, of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm) | 84 | ||
| 85 | 85 | Soft seated sluice valves | 85 | ||
| 86 | 86 | Dia (mm) PN rating | 86 | ||
| 87 | 87 | 80 1.6 | 87 | 2 | Each |
| 88 | 88 | Providing, lowering, laying, aligning, fixing in position in pipe line, DI resilient seated Non Return valves (NRV) of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531 amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm) | 88 | ||
| 89 | 89 | Dia (mm) PN rating | 89 | ||
| 90 | 90 | 80 1.6 | 90 | 2 | Each |
| 91 | 91 | 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. | 91 | ||
| 92 | 92 | In all type of soil | 92 | ||
| 93 | 93 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 93 | 120 | RMT |
| 94 | 94 | In soft Rock | 94 | ||
| 95 | 95 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 95 | 280 | RMT |
| 96 | 96 | In Hard Rock ( required blasting) | 96 | ||
| 97 | 97 | For dia of pipe up to 150 mm nominal. | 97 | 240 | RMT |
| 98 | 98 | In Hard Rock ( Blasting prohibited) | 98 | ||
| 99 | 99 | For dia of pipe up to 150 mm nominal. | 99 | 160 | RMT |
| 100 | 100 | Cement concrete Saddle block. 10 Nos) | 100 | ||
| 101 | 101 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated soil as directed within lead of 50m. | 101 | ||
| 102 | 102 | All kind of soil. | 102 | 2 | Cum |
| 103 | 103 | Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1 | 103 | 12 | Sqm. |
| 104 | 104 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level | 104 | ||
| 105 | 105 | Thermo mechanically treated bars (conforming to relevant IS:1786.) | 105 | 30 | Kg |
| 106 | 106 | Providing and laying in position specified grade of reinforcement cement concrete 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 excluding the cost of centering shuttering and reinforcement | 106 | ||
| 107 | 107 | M15 grade nominal mix (with 20mm nominal size) | 107 | 1 | Cum |
| 108 | 108 | Distribution Pipe Line | 108 | ||
| 109 | 109 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing in trenches 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 incl. all taxes (Central and Local) transportation and frieght charges, inspection charges, loading/unloadingcharges, 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.( excluding earth work) with excise Duty Exemption. Note:- Providing and fixing of all requisite specials as per drawing, design and layout areinclusive in RM measurement of the item and shall not be paid separately. | 109 | ||
| 110 | 110 | Dia (mm) Type Class | 110 | ||
| 111 | 111 | 100 DI K-7 | 111 | 400 | per meter |
| 112 | 112 | 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. | 112 | ||
| 113 | 113 | 80 DI K-7 | 113 | 500 | per meter |
| 114 | 114 | 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. | 114 | ||
| 115 | 115 | 80mm dia | 115 | 300 | per meter |
| 116 | 116 | 65 mm dia | 116 | 300 | per meter |
| 117 | 117 | 50 mm dia | 117 | 320 | per meter |
| 118 | 118 | Providing,supplying,lowering & Laying in trenches,standerd lengths HDPE,PE-80 ISI Marked pipes of following grade and nominal diameter as per conferming IS-4984:1995 With necessory jointing material like mechanical connectors,i.e. thead/insert joint/quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion welding method,including all taxes (Central and local), transpotation and freight charges,inspection charges,loading /unloading charges ,stacking the same in closed shade duly protectingfrom sunrays and rains ,including cost of labour and material ,specials (Tee band etc) satisfactory hydraulic testing etc.Complete as per technical specifications and direction of engineer-in charge,(excluding earth work) .\n Note-Providing and fixing of all requsite specials as per drawing ,design and layout are inclusive in RM measurement of the item and shall not be paid seperately.\n supply upto 110mm dia coil & above 110mm dia straight length in 6M. | 118 | ||
| 119 | 119 | 110 mm dia PE-80 PN-6 | 119 | 600 | P.Mtr |
| 120 | 120 | 90 mm dia PE-80 PN-6 | 120 | 500 | P.Mtr |
| 121 | 121 | 75 mm dia PE-80 PN-6 | 121 | 800 | P.Mtr |
| 122 | 122 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Resilient (Soft) seated Gate Valve EPDM Coated DI wedge 100% vaccum light, flange Dimention IS: 14846, of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm) | 122 | ||
| 123 | 123 | Soft seated sluice valves | 123 | ||
| 124 | 124 | Dia (mm) PN rating | 124 | ||
| 125 | 125 | 100 1.6 | 125 | 2 | Each |
| 126 | 126 | 80 1.6 | 126 | 7 | Each |
| 127 | 127 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 5382 1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complere including all marerial, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work) | 127 | ||
| 128 | 128 | AJS Tee , Bend, Reducer (All End Socketed) | 128 | ||
| 129 | 129 | Upto 300 mm Diameter | 129 | 105 | Kg |
| 130 | 130 | 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. | 130 | ||
| 131 | 131 | In all type of soil | 131 | ||
| 132 | 132 | For HDPE pipe line dia up to 110 mm | 132 | 950 | RMT |
| 133 | 133 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 133 | 160 | RMT |
| 134 | 134 | In soft Rock | 134 | ||
| 135 | 135 | For HDPE pipe line dia up to 110 mm | 135 | 950 | RMT |
| 136 | 136 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 136 | 320 | RMT |
| 137 | 137 | In Hard Rock ( required blasting) | 137 | ||
| 138 | 138 | For dia of pipe up to 150 mm nominal. | 138 | 160 | RMT |
| 139 | 139 | In Hard Rock ( Blasting prohibited) | 139 | ||
| 140 | 140 | For dia of pipe up to 150 mm nominal. | 140 | 160 | RMT |
| 141 | 141 | 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. | 141 | 50 | Cum |
| 142 | 142 | 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. | 142 | ||
| 143 | 143 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 143 | 50 | Cum |
| 144 | 144 | 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. | 144 | ||
| 145 | 145 | In soft Rock | 145 | ||
| 146 | 146 | For HDPE pipe line dia up to 110 mm | 146 | 370 | RMT |
| 147 | 147 | In Hard Rock ( Blasting prohibited) | 147 | ||
| 148 | 148 | For dia of pipe up to 150 mm nominal. | 148 | 370 | RMT |
| 149 | 149 | Cement concrete Saddle block. 10 Nos) | 149 | ||
| 150 | 150 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated soil as directed within lead of 50m. | 150 | ||
| 151 | 151 | All kind of soil. | 151 | 2 | Cum |
| 152 | 152 | Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1 | 152 | 12 | Sqm. |
| 153 | 153 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level | 153 | ||
| 154 | 154 | Thermo mechanically treated bars (conforming to relevant IS:1786.) | 154 | 30 | Kg |
| 155 | 155 | Providing and laying in position specified grade of reinforcement cement concrete 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 excluding the cost of centering shuttering and reinforcement | 155 | ||
| 156 | 156 | M15 grade nominal mix (with 20mm nominal size) | 156 | 1 | Cum |
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