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Providing Laying & Jointing Of Pipe Line With Pump Motor , Construction Of Source & Storage At Marka Block- Khamnor, District- Rajsamand On Single Point Responsibility Basis With 1 Year Defect Liability, Rajsamand-Rajasthan

Public Health Engineering Department-PHED has published Providing Laying & Jointing Of Pipe Line With Pump Motor , Construction Of Source & Storage At Marka Block- Khamnor, District- Rajsamand On Single Point Responsibility Basis With 1 Year Defect Liability. Submission Date for this Tender is 03-02-2021. Shelving and Storage Tenders in Rajsamand Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

26707654
Providing Laying & Jointing Of Pipe Line With Pump Motor , Construction Of Source & Storage At Marka Block- Khamnor, District- Rajsamand On Single Point Responsibility Basis With 1 Year Defect Liability
Open Tender
Indian
Rajasthan
Rajsamand
03-02-2021

Tender Details

Providing Laying & Jointing of Pipe Line with Pump Motor , Construction of Source & Storage at Marka Block- Khamnor, District- Rajsamand On Single Point Responsibility Basis With 1 Year Defect Liability

Key Value

Document Fees
INR 2000 /-
EMD
Refer document
Tender Value
INR 76.80 Lakhs /-

BOQ Items

Name of Work: Providing Laying & Jointing of Pipe Line with Pump Motor , Construction of Source & Storage at Marka Block- Khamnor, District- Rajsamand On Single Point Responsibility Basis With 1 Year Defect Liability.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 OPEN WELL ( 1 Nos) 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 % 5 133.09 Cum
6 6 Recovery of Hard rock useful material 30% 6 39.927 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 4.5 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 18.84 Cum
16 16 From 9.00 to 10.50 m 16 18.84 Cum
17 17 From 10.50 to 12.00 m 17 18.84 Cum
18 18 From 12.00 to 13.50 m 18 18.84 Cum
19 19 From 13.50 to 15.00 m 19 18.84 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 4.5 m 21 10.01 Cum
22 22 From 4.50 to 6.00 m 22 30.03 Cum
23 23 From 6.00 to 7.50 m 23 18.84 Cum
24 24 From 7.50 to 9.00 m 24 18.84 Cum
25 25 From 9.00 to 10.50 m 25 18.84 Cum
26 26 From 10.50 to 12.00 m 26 18.84 Cum
27 27 From 12.00 to 13.50 m 27 18.84 Cum
28 28 From 13.50 to 15.00 m 28 18.84 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 29 230 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.) 31 850 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 15 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 PUMP MACHINERY 48
49 49 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. 49
50 50 12.50 HP( Head-100m & Q-4.17 lps) 50 2 Each
51 51 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. 51 1 Each
52 52 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. 52
53 53 50 mm dia 53 1 Each
54 54 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 using crusher broken aggregate. M-15 grade nominal mix (With graded stone 20mm nomtnal size). 54 1 /Cum
55 55 Providing & Lowering in tubewell ISl marked GI Pipe "B" class as per IS: 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 55
56 56 50mm dia 56 20 /mtr.
57 57 Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials "B" Class 57
58 58 50mm dia 58 3 each
59 59 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. 59 2 /Each
60 60 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. 60
61 61 3 core 6.0 mm2 61 25 /mtr.
62 62 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. 62
63 63 16.0 Sq.mm, 4 core 63 10 /mtr.
64 64 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. 64
65 65 Above 10.00 HP and up to 15.00 HP 65 1 /Each
66 66 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. 66
67 67 80mm 67 2 Each
68 68 Storage 68
69 69 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. 69
70 70 For capacity up to 500 KL.(10 KL at Morda) 70 10000 Per Ltr
71 71 For capacity up to 500 KL.(60 KL at Jambola) 71 60000 Per Ltr
72 72 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 72
73 73 100 mm 73 20 mtr
74 74 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. 74
75 75 100 mm 75 2 each
76 76 Rising Main Pipe Line 76
77 77 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. 77
78 78 Dia (mm) Type Class 78
79 79 100 DI K-7 79 100 per meter
80 80 80 DI K-7 80 1000 per meter
81 81 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. 81
82 82 90 mm dia PE-80 PN-10 82 2450 per meter
83 83 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) 83
84 84 AJS Tee , Bend, Reducer (All End Socketed) 84
85 85 Upto 300 mm Diameter 85 50 Kg
86 86 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) 86
87 87 Soft seated sluice valves 87
88 88 Dia (mm) PN rating 88
89 89 100 1.6 89 1 Each
90 90 80 1.6 90 2 Each
91 91 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) 91
92 92 80 mm dia. 92 2 Each
93 93 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. 93
94 94 25 mm S-1 Type 94 4 Each
95 95 Cement concrete Saddle block. 25 Nos) 95
96 96 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. 96
97 97 All kind of soil. 97 5 Cum
98 98 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 98 30 Sqm.
99 99 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 99
100 100 Thermo mechanically treated bars (conforming to relevant IS:1786.) 100 75 Kg
101 101 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 101
102 102 M15 grade nominal mix (with 20mm nominal size) 102 2.5 Cum
103 103 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. 103
104 104 In all type of soil 104
105 105 For HDPE pipe line dia up to 110 mm 105 1145 RMT
106 106 In soft Rock 106
107 107 For HDPE pipe line dia up to 110 mm 107 1305 RMT
108 108 For DI Pipedia up to 150 mm 108 600 RMT
109 109 In Hard Rock ( required blasting) 109
110 110 For dia of pipe up to 150 mm nominal. 110 300 RMT
111 111 In Hard Rock ( Blasting prohibited) 111
112 112 For dia of pipe up to 150 mm nominal. 112 200 RMT
113 113 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. 113 20 Cum
114 114 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. 114
115 115 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 115 20 Cum
116 116 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. 116
117 117 In soft Rock 117
118 118 For HDPE pipe line dia up to 110 mm 118 150 RMT
119 119 For DI Pipe dia up to 150 mm 119 100 RMT
120 120 In Hard Rock ( blasting prohibited) 120
121 121 For dia of pipe up to 150 mm nominal. 121 46 RMT
122 122 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. 122
123 123 BFM 80 mm 123 1 Each
124 124 Distribution Pipe Line 124
125 125 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. 125
126 126 Dia (mm) Type Class 126
127 127 100 DI K-7 127 250 per meter
128 128 80 DI K-7 128 400 per meter
129 129 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. 129
130 130 75 mm dia PE-80 PN-6 130 4640 P.Mtr
131 131 90 mm dia PE-80 PN-6 131 1500 P.Mtr
132 132 110 mm dia PE-80 PN-6 132 500 P.Mtr
133 133 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) 133
134 134 Soft seated sluice valves 134
135 135 Dia (mm) PN rating 135
136 136 100 1.6 136 2 Each
137 137 80 1.6 137 8 Each
138 138 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. 138
139 139 In all type of soil 139
140 140 For pipe line dia up to 110 mm 140 1972 RMT
141 141 In soft Rock 141
142 142 For pipe line dia up to 110 mm 142 4668 RMT
143 143 For dia up to 150 mm 143 250 RMT
144 144 In Hard Rock ( required blasting) 144
145 145 For dia of pipe up to 150 mm nominal. 145 260 RMT
146 146 In Hard Rock ( Blasting prohibited) 146
147 147 For dia of pipe up to 150 mm nominal. 147 140 RMT
148 148 Cement concrete Valve / NRV Chamber -4 no 148
149 149 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. 149 50 Cum
150 150 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. 150
151 151 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 151 50 Cum
152 152 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. 152
153 153 In soft Rock 153
154 154 For HDPE pipe line dia up to 110 mm 154 370 RMT
155 155 For dia of pipe up to 150 mm nominal. 155 270 RMT
156 156 In Hard Rock ( Blasting prohibited) 156
157 157 For dia of pipe up to 150 mm nominal. 157 100 RMT
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