Work For Water Supply Project For 108 Villages Of Blocks Sri Dungargarh And Loonkaransar And Sri Dungargarh Town Bikaner District Including 10 Years O And M , Sridungargarh-Rajasthan

TDR : 33519398

Tender Notice
Corrigendum Details
BOQ

Expired

Sridungargarh , Rajasthan

Tender Brief : Corrigendum : Work For Water Supply Project For 108 Villages Of Blocks Sri Dungargarh And Loonkaransar And Sri Dungargarh Town Bikaner District Including 10 Years O And M

Document Fees
₹ 50000 /-

EMD
₹ 113234727.0 /-

Tender Value
₹ 566.17 Crore /-

Submission Date
23-11-2022

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	17-11-2022	CORRIGENDUM_08	Date	23-11-2022
2	14-11-2022	Corrige	Date	17-11-2022
3	02-11-2022	Corr	Date	14-11-2022
4	17-10-2022	Corr05	Date	03-11-2022
5	05-10-2022	Corr04	Date	17-10-2022
6	27-09-2022	Corrigendum	Date	06-10-2022
7	10-09-2022	Change in dates	Date	28-09-2022
8	30-08-2022	Addendum/Corrigendum	Terms and Conditions	15-09-2022

Name of Work: Work for Water Supply Project for 108 Villages of Blocks Sri Dungargarh & Loonkaransar and Sri Dungargarh Town, Bikaner District including 10 years O&M.

Sl. No.	Item Description
1	Fabrication, supply of flanged/ plain ended MS pipe 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 excluding flanged jointing wherever (required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.450 mm MS pipe 6 mm thick (403.1420.456.0067850).
2	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.
3	Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
4	450 mm dia
5	Construction of valve chamber as per approved drawing and specifications to the satisfaction of Engineer-in-charge.
6	Type - D (For 400 mm & 450 mm dia)
7	Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
8	450 mm dia
9	DISTRIBUTION CHAMBER NEAR OUTLET AND RAW WATER PIPE LINE UPTO SUMP OF RWPS-1
10	Earth work in excavation in all kinds of soil 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.
11	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
12	Providing 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
13	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 plasticizer( if required) excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix/Design Mix
14	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.
15	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. Thermo-mechanically Treated bars (Conforming of relevent IS code)
16	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 plasticizer( if required) excluding the cost of centering, shuttering and reinforcement.M25 grade Nominal Mix/Design Mix
17	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :.Walls (any thickness) including attached pilasters, buttresses plinth and string course. Deducting opening for 2 nos. Pipe of 400 mm dia and 2 nos. Pipe of 800 mm dia
18	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. Thermo-mechanically Treated bars (Conforming of relevent IS code)
19	Outer Face Vertical Bars
20	Outer Face Ring Bars
21	Inner Face Vertical Bars
22	Inner Face Vertical Bars
23	Inner Face Ring Bars
24	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.
25	700 mm dia DI K-7 - 2 Nos.
26	Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR \"O\" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
27	700 mm dia
28	Construction of valve chamber as per approved drawing and specifications to the satisfaction of Engineer-in-charge.
29	for Size from 500 mm to 800 mm
30	Providing, lowering, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
31	700 mm dia
32	RECTANGULAR TANK (SUMP AT RWPS-1)
33	Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm 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 kinds of soil
34	Providing 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 M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)..
35	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 plasticizer( if required) excluding the cost of centering, shuttering and reinforcement.M25 grade Nominal Mix/Design Mix
36	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.
37	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. Thermo-mechanically Treated bars (Conforming of relevent IS code)
38	Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 plasticizer (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M25 grade Nominal Mix/Design Mix
39	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :.Walls (any thickness) including attached pilasters, buttresses plinth and string course.
40	Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 plasticizer ( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M25 grade Nominal Mix/Design Mix
41	Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc..
42	Providing, fabricating and erecting hand railing for walkway, top dome slab, balconey,staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer.
43	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :.Columns, pillars, posts and struts etc.
44	RWRS, INTAKE WELLS & DISTRIBUTION CHAMBER INCLUDING CONNECTING PIPELINES
45	PART -A :- EXCAVATION :
46	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
47	Excavation including loading,unloading,disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft / Loose Soil
48	Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.
49	Carriage of Materials by mechanical transport including loading, unloading and stacking , if stacking is not required no deduction is to be done stone, Aggregate, Ballast, Sand, Lime, Surkhi, Fly-ash, Morrum, Kanker etc.Lead up to ½ Km. (Loading not done)
50	PART -B :- EMBANKMENT CONSTRUCTION WORK :
51	Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of at least 95% of Standard Proctor\"s density
52	PART -C :- LINING WORK :
53	Providing and laying double tile canal lining with mechanically vibrated 300 x 150 x 50 mm PCC blocks made from concrete mix 1:2:4, A20 including all leads and lifts of material, curing, stacking, loading, unloading & transportation of blocks from manufacturing site to lining site. First layer of 50 mm thick PCC tile to be laid in 6mm thick jointing cement mortar (1:5) and side jointing cement mortar 1:3 over 10 mm thick cement mortar (1:6) . Second layer of PCC blocks is to be laid in CM 1:3 over 16 mm sanwitch plaster in CM (1:4) and over that 6 mm thick cement jointing mortar 1:3 (Bottom & side ) including curing, all leads of all construction materials complete as per specifications.In Sides
54	ISI marked low Density Poly Ethylene (LDPE) film black, High Impact resistant, Heavy duty Grade 030 in thickness of 125, 200 & 250 micron in the form of flat sheet of 6 to9 metre width without having any joints as per IS: 2508-1984 ( for 385767.97 sqm surface area with 10% wastage @ 0.23125 Kg/sqm)
55	Labour charges for laying & spreading of LDPE / HDPE film of 250 micron on bed and sides including jointing etc. complete as per specifications excluding cost of LDPE film and including cost of overlapping and cost of adhesive tape etc. with transportation charges upto work site complete
56	Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for pre-constructional Anti-termite treatment as per IS 6313 part III as amemded from time to time and creating a continous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measures for payment and excluding the cost of chemical emulsion ) Heptachlor E.C. 20% with 1% concentration.
57	PART -D :- TOE WALL 60 CM X 90 CM:
58	Providing 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 M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
59	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.
60	PART -E :- DOWEL 30 CM X 60 CM :
61	Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
62	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :.Walls (any thickness) including attached pilasters, buttresses plinth and string course.
63	PART -F :- MULCHING IN OUTER SIDE SLOPE
64	Providing and laying mulching on side slopes of the canal/bank/berm of the road with fog/kheep/saniyal shrub etc. as available on site including embedding the same in trenches of 25x25 cm with carriage of material up to 2km lead
65	PART -G :- ROAD WORKS
66	Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. By mix in place method. For Grading Matyerial
67	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Hand Broken Aggregate . By Manual means
68	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
69	Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504.Bitumen (VG-30)
70	PART -H :- ROAD LIGHTING WORK:
71	P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/MH LAMP, made from powder coated single piece pressure die cast aluminium housing electrochemically brightened and anodized POT optics aluminium reflector, heat resistant & toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required (without lamp) street light suitable for metal halide lamps : 1x150W
72	Supply and erection of hot dipped galvanised steel swaged tubular pole /GI Conical Pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate of size 400mm x 400mm x 7mm in position including excavation of the pit and filling the same with C.C. of M- 10/M-20 grade (1:3:6)/ grade(1:1.5:3) from base plate to 50cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals , cable entry, GI cable sleeve complete as required. The pole shall be galvanised using ISI mark tube for structural purpose. The pole shall be 7.5 mtr. (410 SP-5)
73	Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the existing poles Single arm overhang
74	P & F High pressure sodium vapour/ High pressure mercury vapour/ Metal halide/ Halogen lamp as required. Metal Halide Lamp Double ended 150 Watts
75	P & F Electronic ignitor suitable for HPSV/ Metal halide lamp up to 30.0 Mtr. distance as required.
76	P/Laying P.V.C/XLPE insulated & P.V.C sheathed cable of 1.1 KV grade with Copper conductor of IS: 1554 P-I/IS: 7098 P-I of Group 1 of approved make in ground as per IS: 1255 including excavation of 30cm x 75cm size trench, 25cm thick under layer of sand, second class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 2.5sq mm. Armored 4 core
77	INLET FOR RWR
78	Providing 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
79	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 plasticizer( if required) excluding the cost of centering, shuttering and reinforcement.M25 grade Nominal Mix/Design Mix
80	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :.Walls (any thickness) including attached pilasters, buttresses plinth and string course.
81	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. Thermo-mechanically Treated bars (Conforming of relevent IS code)
82	INTAKE WELL - 2 Nos of 2.5 m dia.
83	Providing 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
84	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 plasticizer( if required) excluding the cost of centering, shuttering and reinforcement.M30 grade Nominal Mix/Design Mix
85	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :.Walls (any thickness) including attached pilasters, buttresses plinth and string course. Add extra 20% for shuttering in circular work (in respective centering and shuttering items).
86	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. Add extra 20% for shuttering in circular work (in respective centering and shuttering items).
87	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.
88	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. Thermo-mechanically Treated bars (Conforming of relevent IS code)
89	Supply, Installation, Testing and Commissioning of CI Thimble Mounted Sluice Gate, Manually operated, Rising Spindle type. Sluice gates are as per IS 13349 Including all taxes, Freight, loading, unloading, fitting in position including Sluice gates are upward opening wall thimble mounted suitable for isolating the flow of sewer into out of the opening in the wall. It consists Gate frame, wall thimble, gate slide, shutter, seating/sealing faces .The gates will be provided with pads on sides, top and bottom to mount the C101 wedges. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock assembly bolts & SS ASTM A276 Type 316, Stem, Operating Nut SS ASTM A276 Type 316., Duly tested for tensile strength, Tested for over all dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW and depth up to 3M 45.1 MLD to 50 MLD
90	Providing, fabricating and erecting hand railing for walkway, top dome slab, balconey,staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer.
91	CONNECTING PIPES
92	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 soils2 Connecting Pipes of 60 m of 800 mm dia each
93	800 mm dia pipe
94	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.
95	800 mm dia pipe
96	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.
97	800 mm dia
98	Cosntruction of valve chamber for Sluice Valves, Flow Control Valve and Butterfly valve as per approved drawing and specifications to the satisfaction of Engineer-in-charge
99	Type - E (800 mm to 900 mm dia)
100	Providing, lowering, aligning, fixing in position and jointing MS dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
101	800 mm dia
102	DISTRIBUTION CHAMBER (3m dia)
103	Earth work in excavation in all kinds of soil 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.
104	Providing 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 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
105	Providing and laying in position specified grade of cement concrete for all R.C.C. 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.Providing M-30 grade concrete instead of M-20 grade design mix
106	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.
107	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. Thermo-mechanically Treated bars (Conforming of relevent IS code)
108	Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 plasticizer (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix/Design Mix Deducting opening for 2 nos. Pipe of 400 mm dia and 2 nos. Pipe of 800 mm dia
109	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :.Walls (any thickness) including attached pilasters, buttresses plinth and string course.
110	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. Thermo-mechanically Treated bars (Conforming of relevent IS code)
111	Providing, fabricating and erecting MS ladder of 450mm wide made of 65 x 65 x 6mm angle iron and 20mm MS bars for walkway to top of the OHSR including cutting, hoistng, fixing in position and applying a priming coat of approved steel primer complete in all respect as per specifications and the direction of the Engineer.
112	WATER TREATMENT PLANT LOCATED AT MAIN HEAD WORKS
113	Design, construction, execution, testing and commissioning of Rapid Gravity filterTreatment Plant of production capacity 47.66 MLD in 22 hrs, including all relevant civil, electrical, mechanical ,instrumentation, automization and SCADA works and Stores along with ancillary civil works as defined in scope of work for the following production capacity .
114	1865.37 KLH capacity
115	RAW WATER PIPE LINE FROM DISTRIBUTION CHAMBER-2 TO WTP
116	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. All type of soils
117	600 mm dia pipe
118	800 mm dia pipe
119	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.
120	600 mm dia pipe
121	800 mm dia pipe
122	Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR \"O\" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Class PN 1.0, Motorised Operated.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
123	600 mm dia
124	800 mm dia
125	Cosntruction of valve chamber for Sluice Valves, Flow Control Valve and Butterfly valve as per approved drawing and specifications to the satisfaction of Engineer-in-charge
126	Type - E (500 mm to 600 mm dia)
127	Type - G (800 mm to 900 mm dia)
128	Providing, lowering, aligning, fixing in position and jointing CI Dismentling / MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
129	600 CI Dismentling Joint
130	800 MS Dismentling Joints
131	DISTRIBUTION CHAMBER (3m dia)
132	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.All Type of soils.
133	600 mm dia pipe
134	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.
135	600 mm dia pipe
136	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.All Type of soils.
137	800 mm dia pipe
138	Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512. ), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Class PN 1.6 Note: Rates are exclusive of connecting tee, pipe piece and earth work.
139	100 mm dia
140	Construction of Air valve pillar for fixing of Air valves
141	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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
142	600 mm dia
143	Cosntruction of valve chamber for Sluice Valves, Flow Control Valve and Butterfly valve as per approved drawing and specifications to the satisfaction of Engineer-in-charge
144	Type - G (800 mm to 900 mm dia)
145	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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
146	300 mm dia
147	Cosntruction of Scour valve chamber as per approved drawing and specifications to the satisfaction of Engineer-in-charge
148	Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR \"O\" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
149	800 mm dia
150	Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
151	300 mm dia
152	600 mm dia
153	Providing, lowering, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
154	800 mm dia
155	Provision for dismantling and Restoration of BT Road cutted for laying of pipe line as per PWD specifications
156	Provision for Design,Supply and installation of suitable Surge Protection Devices to protect the Pumping main including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc,complete in all respect.
157	TRANSFER PUMPING MAINS
158	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
159	150 mm dia pipe
160	250 mm dia pipe
161	300 mm dia pipe
162	350 mm dia pipe
163	400 mm dia pipe
164	450 mm dia pipe
165	600 mm dia pipe
166	700 mm dia pipe
167	800 mm dia pipe
168	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.
169	150 mm dia pipe
170	250 mm dia pipe
171	300 mm dia pipe
172	350 mm dia pipe
173	400 mm dia pipe
174	450 mm dia pipe
175	600 mm dia pipe
176	700 mm dia pipe
177	800 mm dia pipe
178	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 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.
179	800 mm dia pipe
180	Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512. ), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.
181	50 mm dia
182	80 mm dia
183	100 mm dia
184	Construction of Air valve pillar for fixing of Air valves
185	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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
186	100 mm dia
187	150 mm dia
188	200 mm dia
189	250 mm dia
190	300 mm dia
191	Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR \"O\" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Class PN 1.0/1.6 Manually Operated with GearNote: Rates are exclusive of tail piece/ dismantling joints and earth work.
192	350 mm dia
193	400 mm dia
194	450 mm dia
195	600 mm dia
196	700 mm dia
197	800 mm dia
198	Cosntruction of valve chamber for Sluice Valves, Flow Control Valve and Butterfly valve as per approved drawing and specifications to the satisfaction of Engineer-in-charge
199	Type - C (250 mm to 350 mm dia)
200	Type - D (400 mm to 450 mm dia)
201	Type - E (500 mm to 600 mm dia)
202	Type - F (650 mm to 750 mm dia)
203	Type - G (800 mm to 900 mm dia)
204	Cosntruction of Scour valve chamber as per approved drawing and specifications to the satisfaction of Engineer-in-charge
205	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
206	100 mm dia
207	150 mm dia
208	200 mm dia
209	250 mm dia
210	300 mm dia
211	350 mm dia
212	400 mm dia
213	450 mm dia
214	600 mm dia
215	700 mm dia
216	800 mm dia
217	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. Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
218	600 mm dia
219	1000 mm dia
220	Providing, laying and jointing RCC NP4 pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per secification and the direction of the Engineer
221	600 mm dia
222	1000 mm dia
223	Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work.
224	Bituminous courses
225	Granular courses
226	Provision for Restroration of Bitumen Road after laying & jointing pipe line as per direction of Engineer In charge
227	Provision for Design,Supply and installation of suitable Surge Protection Devices to protect the Pumping main including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc,complete in all respect.
228	CLUSTER PUMPING MAINS
229	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
230	100 mm dia pipe
231	150 mm dia pipe
232	200 mm dia pipe
233	250 mm dia pipe
234	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per 15:8329-2000 (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/ I.I 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.
235	100 mm dia pipe
236	150 mm dia pipe
237	200 mm dia pipe
238	250 mm dia pipe
239	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329-2000 (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/ I.I 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.
240	100 mm dia pipe
241	150 mm dia pipe
242	Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512. ), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
243	Note: Rates are exclusive of connecting tee, pipe piece and earth work.
244	50 mm dia
245	Construction of Air valve pillar for fixing of Air valves
246	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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
247	100 mm dia
248	150 mm dia
249	200 mm dia
250	Cosntruction of valve chamber for Sluice Valves as per approved drawing and specifications to the satisfaction of Engineer-in-charge
251	Type - A (80 mm to 100 mm dia)
252	Type - B (125 mm to 200 mm dia)
253	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
254	100 mm dia
255	150 mm dia
256	200 mm dia
257	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.
258	Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
259	400 mm Dia 8 mm thick casing pipe with protective coating.
260	Providing, laying and jointing RCC NP4 pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per secification and the direction of the Engineer
261	300 mm dia
262	400 mm dia
263	Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work.
264	Bituminous courses
265	Granular courses
266	Provision for Restroration of Bitumen Road after laying & jointing pipe line as per direction of Engineer In charge
267	CLUSTER DISTRIBUTION MAINS
268	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 Soils
269	100 mm dia pipe
270	150 mm dia pipe
271	200 mm dia pipe
272	250 mm dia pipe
273	300 mm dia pipe
274	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.
275	100 mm dia pipe
276	150 mm dia pipe
277	200 mm dia pipe
278	250 mm dia pipe
279	300 mm dia pipe
280	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 Soils
281	90 mm dia pipe
282	110 mm dia pipe
283	125 mm dia pipe
284	140 mm dia pipe
285	160 mm dia pipe
286	180 mm dia pipe
287	200 mm dia pipe
288	225 mm dia pipe
289	Providing, lowering, laying and jointing in trenches, standard lengths HDPE PE- 80 PN-6 ISI marked Pipes as per IS-4984:1995 (ammended upto date) with neccessary 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, bends etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earthwork)
290	90 mm dia pipe
291	110 mm dia pipe
292	125 mm dia pipe
293	140 mm dia pipe
294	160 mm dia pipe
295	180 mm dia pipe
296	200 mm dia pipe
297	225 mm dia pipe
298	Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512. ), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
299	Note: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.6
300	50 mm dia
301	Construction of Air valve pillar for fixing of Air valves
302	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. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
303	100 mm dia
304	150 mm dia
305	200 mm dia
306	250 mm dia
307	300 mm dia
308	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. Manually Operated CI Sluice Valves of Class PN 1.0Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
309	80 mm dia
310	100 mm dia
311	125 mm dia
312	150 mm dia
313	200 mm dia
314	250 mm dia
315	300 mm dia
316	Cosntruction of valve chamber for Sluice Valves as per approved drawing and specifications to the satisfaction of Engineer-in-charge
317	Type - A (80 mm to 100 mm dia)
318	Type - B (125 mm to 200 mm dia)
319	Type -C (250 mm to 350 mm dia)
320	Construction of Village Transfer Chamber as per approved design, drawing & specification given for material of construction and completion of all works of installation of sluice valves, D.joints, C.I. pipes, specials (excluding supply) etc. complete in all respect to achieve the work as given in the scope of work.
321	Type-A
322	Type-B
323	Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
324	80 mm dia
325	100 mm dia
326	125 mm dia
327	150 mm dia
328	200 mm dia
329	250 mm dia
330	300 mm dia
331	Provision for Construction of flow meter hut of size 2.52.52.8 m for installation of FM display, battery, power meter etc. at each OHSR complete in all respect as per approved drawing.
332	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. Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
333	300 mm Dia 8 mm thick casing pipe with protective coating.
334	Providing, laying and jointing RCC NP4 pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per secification and the direction of the Engineer
335	300 mm dia
336	400 mm dia
337	Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Section of foundation above PCC W-600 mm, D-450mm, W- 450mm, D-450 mm. 4. Superstructure work: Stone masonary W-300, height-1650 mm,/ Brick work W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done.
338	Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints.
339	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.
340	Provision of restoration of cement concrete roads after laying and jointing pipeline as per direction of Engineer In charge
341	Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work.
342	Bituminous courses
343	Granular courses
344	Provision for Restroration of Bitumen Road after laying & jointing pipe line as per direction of Engineer In charge
345	Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work.
346	Granular courses
347	Provision for Restroration of WBM Road after laying & jointing pipe line as per direction of Engineer In charge
348	j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 15 M
349	75 KL
350	Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
351	a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type).
352	k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
353	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 18 M
354	100 KL X 5 Nos.
355	150 KL X 6 Nos.
356	200 KL X 6 Nos.
357	250 KL X 7 Nos.
358	300 KL X 4 Nos.
359	350 KL X 1 Nos.
360	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M
361	100 KL X 1 Nos.
362	200 KL X 2 Nos.
363	250 KL X 4 Nos.
364	300 KL X 2 Nos.
365	350 KL X 1 Nos.
366	400 KL X 1 Nos.
367	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 22 M
368	200 KL X 1 Nos.
369	250 KL X 1 Nos.
370	350 KL X 1 Nos.
371	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.
372	100 mm
373	150 mm
374	200 mm
375	250 mm
376	300 mm
377	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
378	100 mm dia
379	150 mm dia
380	200 mm dia
381	250 mm dia
382	300 mm dia
383	SECONDARY SYSTEM FOR HABITATION
384	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.All kinds of soils
385	75 mm
386	90 mm
387	110 mm
388	125 mm
389	140 mm
390	160 mm
391	180 mm
392	200 mm
393	225 mm
394	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) . 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.Supply may be in coil or straight length in 6 M/12 M. PE-80 PN-6
395	75 mm
396	90 mm
397	110 mm
398	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). 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. Supply of pipe shall be in straight length in 6/12 M. PE-80 PN-6
399	125 mm
400	140 mm
401	160 mm
402	180 mm
403	200 mm
404	225 mm
405	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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6. For Sluice valves
406	80 mm HW
407	100 mm HW
408	125 mm HW
409	150 mm HW
410	200 mm HW
411	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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6. For Pressure Reducing Valves
412	80 mm HW
413	100 mm HW
414	125 mm HW
415	200 mm HW
416	Construction of valve chamber as per approved drawing and specifications to the satisfaction of Engineer-in-charge.
417	for size from 80 mm to 100 mm (Type-A)
418	for size from 125 mm to 200 mm (Type-B)
419	Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
420	80 mm dia PN-1.0
421	100 mm dia PN-1.0
422	125 mm dia PN-1.0
423	150 mm dia PN-1.0
424	200 mm dia PN-1.0
425	Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work. For BT Roads
426	Bituminous Course
427	Granular Course
428	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. For CC Roads
429	Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work. For WBM Roads
430	Restoration of BT roads
431	Restoration of WBM roads
432	Restoration ogf CC roads
433	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 GI 15 mm class B (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore 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.
434	For detailed specifications of MDPE pipes please refer section \"Technical Specifications\" of bid document. General specifications of MDPE pipes shall be as under:
435	• 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.
436	• The raw material shall be Food grade quality
437	Pressure rating shall be 12.5 Bar.
438	• The pipes shall bear ISO marking.
439	Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
440	CONSTRUCTION OF PUMP HOUSES
441	HEADWORKS
442	P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/MH LAMP, made from powder coated single piece pressure die cast aluminium housing electrochemically brightened and anodized POT optics aluminium reflector, heat resistant & toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required (without lamp) street light suitable for metal halide lamps : 1x150W
443	Supply and erection of hot dipped galvanised steel swaged tubular pole /GI Conical Pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate of size 400mm x 400mm x 7mm in position including excavation of the pit and filling the same with C.C. of M- 10/M-20 grade (1:3:6)/ grade(1:1.5:3) from base plate to 50cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals , cable entry, GI cable sleeve complete as required. The pole shall be galvanised using ISI mark tube for structural purpose. The pole shall be 7.5 mtr. (410 SP-5)
444	Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05mm) over the existing poles Single arm overhang
445	Add for Supply & fixing of MS overhang of following size over the existing poles 76.1 mm OD x 3.25 mm thickness
446	P & F High pressure sodium vapour/ High pressure mercury vapour/ Metal halide/ Halogen lamp as required. Metal Halide Lamp Double ended 150 Watts
447	P & F Electronic ignitor suitable for HPSV/ Metal halide lamp up to 30.0 Mtr. distance as required.
448	P/Laying 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,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 4cx6mm sq aluminium armoured
449	Supply at site of work well decayed farm yard manure from any available source approved by Engineer-in-charge including screening and stacking
450	Supply&Stackinggoodearthatsitecompleteincludingloading,unloading&transporationetc.
451	Supply of Insecticides & Pesticides Methyl Prathion 2% at store in dust / liquid form complete.
452	Grassing with \"Doobs\" grass In rows 15 cm apart in either direction including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed.
453	Supply and planting of Tabernaemontana variegated ( Chandni) in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required.
454	Supply and planting of Wedelia trilobata ( SunFlower Family) in poly bags / earthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes,0.3 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required.
455	Supply and planting of Boungainvilleabest quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required.
456	General Leveling & grading of the campus area and provision for rainwater harvesting structures
457	Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metreIn all types of soil [MoRTH Specification : Clause : 301]
458	Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.
459	P.C.C.M-15 grade
460	P.C.C.M-20 grade
461	Earth work in excavation in all kinds of soil 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.
462	Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering. All up to plinth levelBase Floor
463	RR stone masonary suerstructure ( cm 1:4) Vertical InnerLongWall
464	Cement Plaster 1:4 cm (20 mm)
465	Cement Concrete Coping M15
466	Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12orizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRT&H specification & type \"A\" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour
467	BOUNDARY WALL
468	Boundary Wall for Pump Stations at
469	RWPS-I (NEAR OUTLET)
470	RWPS-II AT MAIN HEADWORKS
471	TPS-1 AT MAIN HEAD WORKS
472	IPS (RAJASAR BHATIYAN)
473	TPS-2 & CPS-1 (KALOO)
474	TPS-3 & CPS-2 (LADHRIYA)
475	CPS-3 (ADSAR PUROHITAN)
476	CPS-4 (MPMASAR)
477	CPS-5 ( KUNTASAR)
478	TPS-4 (DUNGARGARH TOWN)
479	TPS-5 & CPS-6 (TOLIYASAR)
480	TPS-6 & CPS-7 (MANKRASAR)
481	CPS-8 (JODHASAR)
482	CPS-9 (PUNDALSAR)
483	TPS-7 & CPS- 10 (KALYANSAR)
484	CPS-11 (RIRI)
485	CPS-12 (KEU)
486	Providing & Fixing of Steel Gates
487	RWPS-I (NEAR OUTLET)
488	RWPS-II AT MAIN HEADWORKS
489	TPS-1 AT MAIN HEAD WORKS
490	IPS (RAJASAR BHATIYAN)
491	TPS-2 & CPS-1 (KALOO)
492	TPS-3 & CPS-2 (LADHRIYA)
493	CPS-3 (ADSAR PUROHITAN)
494	CPS-4 (MPMASAR)
495	CPS-5 ( KUNTASAR)
496	TPS-4 (DUNGARGARH TOWN)
497	TPS-5 & CPS-6 (TOLIYASAR)
498	TPS-6 & CPS-7 (MANKRASAR)
499	CPS-8 (JODHASAR)
500	CPS-9 (PUNDALSAR)
501	TPS-7 & CPS- 10 (KALYANSAR)
502	CPS-11 (RIRI)
503	CPS-12 (KEU)
504	Construction of Pump stations (Civil Works) at Pump House
505	RWPS-I (NEAR OUTLET)
506	RWPS-II AT MAIN HEADWORKS
507	TPS-1 AT MAIN HEAD WORKS
508	IPS (RAJASAR BHATIYAN)
509	TPS-2 & CPS-1 (KALOO)
510	TPS-3 & CPS-2 (LADHRIYA)
511	CPS-3 (ADSAR PUROHITAN)
512	CPS-4 (MPMASAR)
513	CPS-5 ( KUNTASAR)
514	TPS-4 (DUNGARGARH TOWN) FOR TOWN
515	FOR RURAL
516	TPS-5 & CPS-6 (TOLIYASAR)
517	TPS-6 & CPS-7 (MANKRASAR)
518	CPS-8 (JODHASAR)
519	CPS-9 (PUNDALSAR)
520	TPS-7 & CPS- 10 (KALYANSAR)
521	CPS-11 (RIRI)
522	CPS-12 (KEU)
523	CONSTRUCTION OF STAFF QUARTERS
524	Staff Quarters for
525	TPS-1 AT MAIN HEAD WORKSJ-2 Type (in set)
526	TPS-1 AT MAIN HEAD WORKS100 sqm
527	IPS (RAJASAR BHATIYAN)
528	TPS-2 & CPS-1 (KALOO)
529	TPS-3 & CPS-2 (LADHRIYA)
530	CPS-3 (ADSAR PUROHITAN)
531	CPS-4 (MPMASAR)
532	CPS-5 ( KUNTASAR)
533	TPS-5 & CPS-6 (TOLIYASAR)
534	TPS-6 & CPS-7 (MANKRASAR)
535	CPS-8 (JODHASAR)
536	CPS-9 (PUNDALSAR)
537	TPS-7 & CPS- 10 (KALYANSAR)
538	CPS-11 (RIRI)
539	CPS-12 (KEU)
540	MECHANICAL& INSTRUMENTATION WORKS OF PUMP STATION
541	Fabrication, supply of flanged/ plain ended MS pipe 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 excluding flanged jointing wherever (required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
542	MS pipe upto 600 mm dia (with minimum 5mm thickness sheet
543	MS pipe above 600mm dia (with minimum 6.3mm thickness sheet)
544	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.Motorised sluice Valves with Electric Actuator and integral starter of Class PN 1.0
545	80 mm dia
546	100 mm dia
547	125 mm dia
548	150 mm dia
549	200 mm dia
550	300 mm dia
551	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.Motorised sluice Valves with Electric Actuator and integral starter of Class PN 1.6
552	80 mm dia
553	100 mm dia
554	125 mm dia
555	150 mm dia
556	200 mm dia
557	250 mm dia
558	300 mm dia
559	350 mm dia
560	400 mm dia
561	450 mm dia
562	500 mm dia
563	600 mm dia
564	Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Electrically Operated & SCADA Compatible class PN 1.6)
565	800 mm dia
566	700 mm dia
567	Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and direction of Engineer In-Charge.
568	700 mm dia
569	600 mm dia
570	800 mm dia
571	80 mm dia
572	100 mm dia
573	125 mm dia
574	150 mm dia
575	200 mm dia
576	250 mm dia
577	300 mm dia
578	350 mm dia
579	400 mm dia
580	450 mm dia
581	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
582	Town
583	100 mm dia
584	150 mm dia
585	200 mm dia
586	250 mm dia
587	300 mm dia
588	350 mm dia
589	400 mm dia
590	500 mm dia
591	Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR \"O\" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Class PN 1.6 Motorised Operated Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
592	600 mm dia
593	80 mm dia
594	100 mm dia
595	125 mm dia
596	150 mm dia
597	200 mm dia
598	250 mm dia
599	300 mm dia
600	400 mm dia
601	Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M, Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O\" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) , Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.6
602	80 mm dia
603	100 mm dia
604	125 mm dia
605	150 mm dia
606	200 mm dia
607	250 mm dia
608	300 mm dia
609	400 mm dia
610	Providing, lowering, aligning, fixing in position in pipe line, DI resilient seated (soft seated) Concentric Wafer type, Butterfly valves of approved make of following Pressure rating & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body- 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, Disc - DI (same as body material) / CS, Face to face dimensions as per DIN 3202 F4/ IS 13095 , Flanges Drilled as per IS:1538 ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside . Liner & Disc seal - EPDM/ Neoprene (food grade quality) ,Shaft of SS- AISI- 410/420 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR \"O\" ring seal , Nut-Bolt confirming to IS:1363 and IS: 1367/ Galvanised steel, Insersion rubber of black EPDM 6mm thick ,Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
611	80 mm dia
612	100 mm dia
613	125 mm dia
614	150 mm dia
615	Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.6 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
616	600 mm dia
617	Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Vertical Turbine pumps with motor and column complete with all respect as per the specifications and scope of work.
618	Discharge 534.184903840357 lps Head 47 m
619	Discharge 534.184903840357 lps Head 28 m
620	Discharge 172.720715931242 lps Head 63 m
621	Discharge 63.1783625730994 lps Head 51 m
622	Discharge 203.220295055821 lps Head 68 m
623	Discharge 23.5804093567251 lps Head 79 m
624	Discharge 32.5131578947368 lps Head 52 m
625	Discharge 39.1904572036151 lps Head 55 m
626	Discharge 14.483735380117 lps Head 38 m
627	Discharge 22.0168128654971 lps Head 65 m
628	Discharge 24.0570175438596 lps Head 73 m
629	Discharge 19.265168128655 lps Head 37 m
630	Discharge 12.4014985380117 lps Head 65 m
631	Discharge 11.499817251462 lps Head 74 m
632	Discharge 9.33022660818713 lps Head 38 m
633	Discharge 9.67690058479532 lps Head 64 m
634	Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification
635	Discharge 534.184903840357 lps Head 10 m
636	Discharge 172.720715931242 lps Head 80 m
637	Discharge 40.6057947900053 lps Head 70.5 m
638	Discharge 176.005715045189 lps Head 69 m
639	Discharge 51.7040544647566 lps Head 38 m
640	Discharge 24.9175743675517 lps Head 51 m
641	Discharge 35.0152240594768 lps Head 61.5 m
642	Discharge 97.5121291869893 lps Head 44 m
643	Discharge 10.1127160941145 lps Head 28.5 m
644	Discharge 69.61 lps Head 70 m
645	Discharge 45.0773220833265 lps Head 47 m
646	Discharge 6.0625 lps Head 44 m
647	Discharge 15.5575657894737 lps Head 55 m
648	Discharge 7.92598684210526 lps Head 45 m
649	Discharge 15.5180921052632 lps Head 66 m
650	Discharge 12.1754385964912 lps Head 56.5 m
651	Discharge 29.6306652046784 lps Head 76 m
652	Discharge 25.0301535087719 lps Head 43 m
653	Discharge 28.8567251461988 lps Head 67 m
654	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.
655	Discharge 13.0895467836257 lps Head 75 m
656	Discharge 8.06743421052632 lps Head 47 m
657	Discharge 9.81176900584795 lps Head 54 m
658	Discharge 16.8706140350877 lps Head 29 m
659	Discharge 7.99360380116959 lps Head 55 m
660	Discharge 15.468932748538 lps Head 45.5 m
661	Discharge 14.9296418128655 lps Head 44 m
662	Discharge 18.7297149122807 lps Head 51.5 m
663	Discharge 35.7296650717703 lps Head 70 m
664	Discharge 5.97277046783626 lps Head 75 m
665	Discharge 16.8167032163743 lps Head 44.5 m
666	Discharge 16.546418128655 lps Head 66 m
667	Discharge 16.3731725146199 lps Head 48 m
668	Discharge 24.4431652046784 lps Head 50 m
669	Discharge 20.2624269005848 lps Head 57 m
670	Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.
671	Span 3 M and Lift 14 M 5 MT Capacity
672	Span 8.5 M and Lift 7.5 M 3 MT Capacity
673	Span 4 M and Lift 6 M 3 MT Capacity
674	Span 8.5 M and Lift 7.8 M 3 MT Capacity
675	Span 8.5 M and Lift 7.8 M 2 MT Capacity
676	Span 5.5 M and Lift 7.8 M 2 MT Capacity
677	Span 5.5 M and Lift 7.8 M 3 MT Capacity
678	Span 4.5 M and Lift 6.5 M 2 MT Capacity
679	Span 4 M and Lift 9 M 2 MT Capacity
680	Span 6.5 M and Lift 6.5 M 2 MT Capacity
681	Span 6.5 M and Lift 6.5 M 3 MT Capacity
682	Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer.
683	0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm²
684	Design, Manufacturing and Supply of Batch Type Electro chlorinator of capacity
685	Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnionroller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM \"Y\" type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity complete in all respect as per specification and the direction of the Engineer.
686	2 kg/hr capacity
687	Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer. (Rural)
688	SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.
689	EMF250 for DN 250 mm
690	EMF150 for DN 150 mm
691	EMF100 for DN 100 mm
692	EMF125 for DN 125 mm
693	EMF200 for DN 200 mm
694	EMF300 for DN 300 mm
695	EMF600 for DN 600 mm
696	EMF80 for DN 80 mm
697	Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer.
698	0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm²
699	Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 \"NPT (M) / Accuracy: 0.15% Protection: IP67 1/2\" M (NPT)
700	ELECTRICAL WORKS
701	Supply, Installation, Testing & Commissioning of HT metering cubical panel as approved By DISCOMs fabricated out of 14 SWG CRCA sheet steel in two compartment & MS angle of size 60mmX6mm having provision for Following:(i) Provision for fixing Trivector Meter (To be supplied by DISCOMs)(ii) Provision for fixing of combined CT PT Set (To be supplied by DISCOMs)(iii)TT Block(iv) 6mm Bakelite sheet on all sides.
702	Supply, Installation, testing and commissioning of 11 KV Double Pole structure With Air Break SWITCH having following specifications :(a) DP : Double pole structure made of two nos. 9 meter long PCC poles (400 Kg) & 7 nos. MS Channel each of size 100 mmx50mmx2500mm complete with earthing of the structure as per REC standards in all respect with nuts, springs washers, clamps as required.(b) GO:Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3 phase, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 Nos pin insulator ,GI pipe of suitable length for operation.c) DO: 3 Nos. Horizontal/Vertical mounted 33KV Horn Gap fuse set /Drop Out fuse set, 33KV barrel fuses mounted on 6 Nos. Post insulators.(c) DO: 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators(d) LA:3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv oh linewith rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required.(e) JUMPERS: 3 no 11kv acsr conductors mounted on pin type insularors as required.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’
703	Supply, Installation, Testing and commissioning of copper wound ISI marked Transformer 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories like, conservator, Silicagel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Lifting lugs, Bi-directional Plain/ Flanged Rollers,Earthing terminal,Air relaese plug.Off load tap changer (+5% to -10% in steps of 2.5%), winding / Top oil temperature rise of 45°C/40°C, ISI marked drain valves, Dial type temperature gauge, first fill oil, Epoxy based paint etc having max. total losses as per energy efficiency level - 2 at basic Insulation level conforming to IS 2026 (Part- I toPart - II), latest ammended and IS 1180 Part-I : 2014 BEE star level- I as per Govt. of India, Ministry of power notification Dated 16th Dec., 2016. Transformers described as above and as per the following continuous rating
704	1600 KVA
705	1250 KVA
706	1000 KVA
707	100 KVA
708	630 KVA
709	200 KVA
710	160 KVA
711	315 KVA
712	Providing & Laying XLPE insulated IS:7098/II/85 of approved make H.T.cable for working voltage 11 K.V.Earthed with Stranded Compacted Circular Aluminium Conductor, Conductor Screened withExtruded Semi-conducting compound, XLPE Insulated, Insulation Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanised flat steel strip armoured and overall Extruded PVC Type ST-2 Outer Sheathed cable direct in ground including excavation of 30cmx100cm size trench, 25cm layer of river sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection testing etc.as required of size.
713	3 core 300.0 Sq.mm
714	3 core 185.0 Sq.mm
715	Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 11 KV cable, with required components, prepration of cable ends,testing etc. as required of following sizes .
716	3 core 120/150/185 Sq.mm
717	3 core 120/150/185/225 Sq.mm
718	outdoor
719	indoor
720	P/Laying XLPE insulated / P.V.C. sheathed cable of 1.1KV 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, IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.
721	3/CX185 sq mm
722	4/CX300 sq mm
723	3/CX4 sq mm
724	4/CX10 sq mm
725	3/CX35 sq mm
726	3/CX150 sq mm
727	3.5/CX95 sq mm
728	3/CX70 sq mm
729	3/CX10 sq mm
730	3/CX25 sq mm
731	3/CX50 sq mm
732	3/CX35 sq mm
733	3/CX16 sq mm
734	3.5/CX240 sq mm
735	3.5/CX150 sq mm
736	Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering
737	14CX1.5 sq mm
738	5CX1.5 sq mm
739	Supplying and making one end termination with heavy duty double compression brass gland SIBG type, 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.
740	3/CX185 sq mm
741	3/CX300 sq mm
742	4/C 10 sq mm
743	3/CX4 sq mm
744	3/CX35 sq mm
745	3/CX150 sq mm
746	3.5/CX95 sq mm
747	3/CX70 sq mm
748	3/CX10 sq mm
749	3/CX25 sq mm
750	3/CX50 sq mm
751	3/CX16 sq mm
752	3.5/CX240 sq mm
753	Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required.
754	600mm x 50mm x 2.0mm
755	150mm x 50mm x 1.6mm
756	Supply,installation,testing and commissionionig of floor mounted LV Switchboard (indoor dury,dust proof,vermin proof IP-4Xfront operated with 2 mm thick sheet metal compartmentalised) with all accessible parts,heat shrinkable sleeves,SMC/DMC bus bar supports, padlocking facility complete in all respect in line with SLD.
757	SITC of floor mounted PMCC (Indoor, Dust proff IP-4x front operated with 2 mm thick sheet metal compartmentalised) with all accessible parts, head shrinkable sleeves, SMC/DMC bus bar supports, padlocking facility on outgoing feeders etc.
758	Supply Installation Testing & commissioning of Local Push button Station
759	SITC of microprocessor based intelligent power factor correction relay having sensitivity up to 50 milli Amp secondary current and following way, self analysing auto c/k setting according to targeted power factor setting, the relay shall have minimum three digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and shall have over load protection, no volt release etc. as required. 6 to 14 stage - sensitivity upto 50 milli Amp.
760	SITC of self healing MPP/MP type shunt capacitor (banks)conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required.Heavy duty Three phase 440 V , 50 Hz capacitor (Bank)
761	Plate Earthing as per IS:3043 with copper Earth plate of size600mm x 600mm x 3.0mm 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 size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
762	S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. of following size.
763	50mm x 6mm G. I. strip
764	25mm x 3mm Alum. Strip
765	S.I.T.C. of bus trunking arrangement in convenient sectionscomplete with housing of galvanized sheet steel of minimum 1.5 mm thickness, aluminium bus bar for use on 3 phase, 4 wire, 415 volts, A.C. supply with degree of protection IP-42 for the following current carrying capacity, including jointing of sections, flexible joints. expansion joints, bends, and earthing with 2 runs of alum. strips etc. as required.
766	2500 amps
767	2000 amps
768	1400 amps
769	1400 amps
770	Miscellaneous items Rubber mat,Danger Plate,Lugs,steel etc
771	CWRS
772	Fabrication, supply of flanged/ plain ended MS pipe 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 excluding flanged jointing wherever (required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
773	MS pipe upto 600 mm dia (with minimum 5mm thickness sheet
774	MS pipe above 600mm dia (with minimum 6.3mm thickness sheet)
775	MS pipe above 800mm dia (with minimum 8mm thickness sheet)
776	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 vulcanisedrubber 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. Suitablesupport 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. Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6
777	150 mm dia
778	450 mm dia
779	Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make 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. 700 mm dia
780	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
781	100 mm dia
782	150 mm dia
783	200 mm dia
784	250 mm dia
785	300 mm dia
786	400 mm dia
787	450 mm dia
788	500 mm dia
789	600 mm dia
790	700 mm dia
791	800 mm dia
792	SITC of Ultrasonic Level Transmitter suitable for measuring water levelin reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2\" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible,accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge. Measuring range 0.0 to 6.0 mtr
793	Construction of RCC Rectangular 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/slabv, including refilling and disposing of surplus stuff, all labour and material charges, providing and fixing accesories such asa M.S./Aluminium 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 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 (including chambers for valves etc.) as per directions of Engineer-in-charge, Technical specification and scope of work of following capacity. The rate is excluding the cost of pipes, specials and valves required for inlet, outlet, washout & overflow arrangement.
794	250 X 2 Nos.
795	300 X 4 Nos.
796	400 X 2 Nos
797	450 X 2 Nos
798	500 X 2 Nos
799	600 X 2 Nos
800	700 X1 Nos
801	800 X 1 Nos
802	4500 X 1 Nos
803	2250 X 2 Nos
804	5000 X 1 Nos
805	5250 X 1 Nos
806	1300 X 1 Nos
807	1200 X 1 Nos
808	1700 X 1 Nos
809	3500 X 1 Nos
810	Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating .800 mm dia
811	Providing and making inner cement mortar lining to M.S. Pipes with mechanical devices in cement mortar 1:1 proportion , including cost of all materials, labour, special sand required, machinery, power generation, all equipments, including carrying out \"C\" value performance test of pipeline, including field joints at site complete as per technical specification and direction of Engineer in Incharge. 800 mm dia pipe
812	Supply, Installation, Testing and Commissioning of CI Thimble Mounted Sluice Gate, Manually operated, Rising Spindle type. Sluice gates are as per IS 13349 Including all taxes, Freight, loading, unloading, fitting in position including Sluice gates are upward opening wall thimble mounted suitable for isolating the flow of sewer into out of the opening in the wall. It consists Gate frame, wall thimble, gate slide, shutter, seating/sealing faces .The gates will be provided with pads on sides, top and bottom to mount the wedges. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock assembly bolts & SS ASTM A276 Type 316, Stem, Operating Nut SS ASTM A276 Type 316., Duly tested for tensile strength, Tested for over all dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW and depth up to 3M. 45.1 MLD to 50 MLD
813	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof 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/ FG200Stem - 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 . Suitablesupport 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.
814	100 mm dia
815	150 mm dia
816	200 mm dia
817	250 mm dia
818	300 mm dia
819	400 mm dia
820	450 mm dia
821	500 mm dia
822	600 mm dia
823	700 mm dia
824	800 mm dia
825	INSTRUMENTATION WORKS AT OHSRS AND VTCS
826	SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %, as per detailed Technical specification, scope of work and direction of Engineer in charge.
827	Measuring range 0.0 to 6.0 mtr
828	SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
829	80 mm dia
830	100 mm dia
831	150 mm dia
832	200 mm dia
833	250 mm dia
834	Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 \"NPT (M) / Accuracy: 0.15% Protection: IP67 1/2\" M (NPT)
835	11.3 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
836	80 mm dia
837	100 mm dia
838	125 mm dia
839	150 mm dia
840	200 mm dia
841	250 mm dia
842	300 mm dia
843	Providing and fixing GSM/GPRS based data transmitter device for water meter compatible with SCADA system
844	SCADA SYSTEM
845	Supply, Installation, Testing & Commissioning of all necessary hardware and software to set up SCADA System at Master Control Centre at Main Head works to monitor all other pumping stations distribution area with EWS,SCADA Server,OWS,21\" LED Screen ,mouse, Keyboard, Latest Licensed windows operating system & Licensed PLC & SCADA Engineering Software etc with 65\" LED Display of latest resolution and configuration, printers, ADSL Modem, Operator Console desk, uninterrupted power supply and suitable to intergraded with main control centre at office of superintending engineer etc. complete in all respect as per the scope of works and specifications given, to the complete satisfaction of EIC.
846	Supply, Installation, testing and commissioning of Subsidiary Monitoring Centre ( PLC cum Instrumentation Control Panel) along with PLC,I/O’s HMI display and uninterrupted power supply , ADSL Modem ,with HMI Licensed ,Cabling,earthing etc at all pumping stations to control and monitoring of Pumps ,MOV’s,Field Instruments etc. and acquire, display and transfer all the data to MCC as per scope of work and given specifications, to the satisfaction of EIC
847	Supply,Installation,Testing and commissioning of RTU Based VTC IP55 Panel with compact low-power RTU; Operated with battery-operated power supply and suitable to communicate data to SMC/MCC as per scope of work and specifications,to the satisfaction of EIC
848	Supply,Installation,Testing and commissioning of RTU Based VTC IP55 Panel with compact low-power RTU; Operated with battery-operated power supply and suitable to communicate data to SMC/MCC as per scope of work and specifications,to the satisfaction of EIC
849	Provision for Master Control Centre in the campus of Suprintending Engineer, Bikaner Office including all required furniture, AC etc.
850	PUMPING MAIN OF DUNGARGARH TOWN
851	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. All type of soils
852	100 mm dia pipe
853	150 mm dia pipe
854	200 mm dia pipe
855	250 mm dia pipe
856	300 mm dia pipe
857	350 mm dia pipe
858	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per 15:8329-2000 (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/ I.I 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.
859	100 mm dia pipe
860	150 mm dia pipe
861	200 mm dia pipe
862	250 mm dia pipe
863	300 mm dia pipe
864	350 mm dia pipe
865	Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512. ), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.
866	50 mm dia
867	Construction of Air valve pillar/chamber for fixing of Air valves
868	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.
869	Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
870	200 mm dia
871	300 mm dia
872	350 mm dia
873	Cosntruction of valve chamber for Sluice Valves as per approved drawing and specifications to the satisfaction of Engineer-in-charge
874	Type - B (125 mm to 200 mm dia)
875	Type - C (250 mm to 350 mm dia)
876	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
877	200 mm dia
878	300 mm dia
879	350 mm dia
880	Providing, laying and jointing RCC NP4 pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per secification and the direction of the Engineer
881	400 mm dia
882	DISTRIBUTION SYSTEM IN DUNGARGARH TOWN
883	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
884	100 mm dia pipe
885	150 mm dia pipe
886	200 mm dia pipe
887	250 mm dia pipe
888	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per 15:8329-2000 (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/ I.I 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.
889	100 mm dia pipe
890	150 mm dia pipe
891	200 mm dia pipe
892	250 mm dia pipe
893	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
894	90 mm dia pipe
895	110 mm dia pipe
896	125 mm dia pipe
897	140 mm dia pipe
898	160 mm dia pipe
899	180 mm dia pipe
900	200 mm dia pipe
901	Providing,lowering,laying and jointing in trenches,standard lengths HDPE ISI marked pipes of following grade and nominal diameter as per Is: 4984 :1995 (amended upto date0 with necessary joiting material like machenical connecters,i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and jointing pipes in proper position including all specials by butt fusion/ electro fusion welding method ,including all taxes (Central and local ), tranportation and frieght charges, inspection charges, loading/inloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.),satisfactory hydraulic testingg,disinfection etc. copmlete as per technical specifications and direction of Enginer in-charge. (excluding earth work)
902	90 mm dia pipe
903	110 mm dia pipe
904	125 mm dia pipe
905	140 mm dia pipe
906	160 mm dia pipe
907	180 mm dia pipe
908	200 mm dia pipe
909	Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512. ), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.
910	50 mm dia
911	Construction of Air valve pillar for fixing of Air valves
912	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.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
913	80 mm dia
914	100 mm dia
915	150 mm dia
916	200 mm dia
917	250 mm dia
918	Cosntruction of valve chamber for Sluice Valves as per approved drawing and specifications to the satisfaction of Engineer-in-charge
919	Type - A (80 mm to 100 mm dia)
920	Type - B (125 mm to 200 mm dia)
921	Type - C (250 mm to 350 mm dia)
922	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
923	80 mm dia
924	100 mm dia
925	150 mm dia
926	200 mm dia
927	250 mm dia
928	Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. For OHSR Campus
929	Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints.
930	Providing, laying and jointing RCC NP4 pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per secification and the direction of the Engineer
931	300 mm dia
932	Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
933	a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e) Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type).
934	k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
935	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 18 M
936	100 KL XNos
937	400 KL X 1 Nos.
938	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M
939	300 KL X 1 Nos
940	350 KL X 1 Nos.
941	500 KL X 1 Nos
942	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 22 M
943	700 KL X 1 Nos
944	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.
945	100 mm dia
946	150 mm dia
947	200 mm dia
948	250 mm dia
949	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. Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
950	100 mm dia
951	150 mm dia
952	200 mm dia
953	250 mm dia
954	Operation & Maintenance
955	Cost of operation and maintenance of the system for 10 years after defect liability period of one year @ 6.0%on above items excluding villages inrta systemand as per scope of work & specification
956	Operation and Maintenance Charges 1st year
957	Operation and Maintenance Charges 2nd year
958	Operation and Maintenance Charges 3rd year
959	Operation and Maintenance Charges 4th year
960	Operation and Maintenance Charges 5th year
961	Operation and Maintenance Charges 6th year
962	Operation and Maintenance Charges 7th year
963	Operation and Maintenance Charges 8th year
964	Operation and Maintenance Charges 9th year
965	Operation and Maintenance Charges 10 th year

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Work For Water Supply Project For 108 Villages Of Blocks Sri Dungargarh And Loonkaransar And Sri Dungargarh Town Bikaner District Including 10 Years O And M , Sridungargarh-Rajasthan

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