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Execution , Testing , Commissioning Of Digboi Town Water Supply Scheme Execution , Testing , Commissioning Of All System Component Of Digboi Town Water Supply Scheme ( With Surface Water Source From River Buri-Dihing By Installing Intake Well ) In, Digboi Town-Assam

Assam Urban Water Supply And Sewerage Board-AUWSSB has published Execution , Testing , Commissioning Of Digboi Town Water Supply Scheme Execution , Testing , Commissioning Of All System Component Of Digboi Town Water Supply Scheme ( With Surface Water Source From River Buri-Dihing By Installing Intake Well ) In. Submission Date for this Tender is 03-07-2020. Water Supply Project Tenders in Digboi Town Assam. Bidders can get complete Tender details and download the document.




Tender Notice

24544220
Execution , Testing , Commissioning Of Digboi Town Water Supply Scheme Execution , Testing , Commissioning Of All System Component Of Digboi Town Water Supply Scheme ( With Surface Water Source From River Buri-Dihing By Installing Intake Well ) In
Open Tender
Indian
Assam
Digboi Town
03-07-2020

Tender Details

Execution , Testing , Commissioning Of Digboi Town Water Supply Scheme Execution , Testing , Commissioning Of All System Component Of Digboi Town Water Supply Scheme ( With Surface Water Source From River Buri-Dihing By Installing Intake Well ) Including 6 ( Six ) Months O Andm And House Connection After Commissioning

Key Value

Document Fees
INR 20000 /-
EMD
INR 7683020.0 /-
Tender Value
INR 38.41 Crore /-

BOQ Items

Name of Work :Execution, Testing , Commissioning of Digboi Town Water Supply Scheme
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Jungle clearence including uprooting of vegitation, grass, brush-wood, sapling and trees not exceeding 300mm girth and disposal of the same outside the periphery and lift upto 1500mm. Site clearance 1884.8 sqm
2 2 PILING WORKS
3 3 Stone Pile\nProviding stone piles of required diameter and length in ordinary / dense soil etc. using 25 mm dowm graded stone aggregate or river gravel including cost of boring including watering, ramming etc. as required, Cost of T&P complete as directed and specified by the department. 500 DAI PILE 288.75 RM
4 4 EARTHWORK IN EXCAVATION
5 5 Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.
6 6 (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil 1643.45 cum
7 7 (B) Extra over item no.1.1(A) above for each 1m depth or part thereof beyond the initial depth of 2m 474.9 cum
8 8 Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered) (a) Upto a depth of 1.5 metre 138.68 cum
9 9 Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.(a) With earth or silt or sand obtained by head load with lead upto 90m and lift upto 2m 473.5 cum
10 10 Supplying and filling sand gravel in foundation trenches of column footings over slushy soil including local carriage of materials within 8 km pumping out of water, ramming etc. complete for strengthening the bearing capacity of the soil as directed and specified including payment of Forest Royalty and Sales Tax and other duties and taxes as may be necessary. 266.24 cum
11 11 Extra lead per km truck carriage for sand gravel beyond the initial lead of 8 km. 2662.4 cum
12 12 PILING WORKS
13 13 Providing cast in-situ machine driven reinforced cement concrete piles of required bore-diameter, bulb diameter, lengths and with reinforcement as per specifications and drawings including using of Bentonite solution. (Reinforcement to be measured and paid seperately as per item no. 21.4.1) (II) Concrete Grade M25
14 14 500 mm dia. Pile 1249 Rm
15 15 750 mm dia. Pile 1095 Rm
16 16 Free standing pile portion, Desilting chamber 15 Rm
17 17 Construction of RCC Padestal for supporting pipe line in depresses areas, valley etc. of size 400 mm x 400 mm of Grade M20 single underreamed 5.0m piles with average 3.0m free standing pile portion with reinforcement 6 # 12 mm and 8mm dia stirrups @ 150 mm c/c all complete, as directed & specified.\nProviding cast in-situ manually drove reinforced cement concrete piles of using required grade of cement concrete of required bore-diameter, bulb diameter, lengths and with reinforcement as per specifications and drawings. Reinforcement to be measured and paid separately as per item no. 21.4.1 \n(A) SINGLE UNDER - REAMED PILE\nI) Concrete grade M20\nd) Pile dia 400 mm with 1000 mm bulb diameter
18 18 i)6 M pile 15 Rm
19 19 Free standing pile portion ( avr. 3.0m) 15 Rm
20 20 REINFORCEMENT Supplying, fitting and fixing in position reinforcement bars conforming to relevent IS code, for reinforced cement concrete works in piles including straightening, cleaning, cutting and bending to proper shapes and length as per specifications and drawings. The rings should be welded with vertical reinforcements as per specified IS codes of practice. (Inclusive of lap length, hook, chair, bend, anchor...etc)
21 21 (A) TMT bar made of Primary producer (From Primary producer) 565.28 qntl
22 22 Routine test for test loading to 1.5 times the specified safe working load including construction of any test pile cap and dismantling the same after completion of test. (Rate for Safe working Load) 100 Ton
23 23 Initial test for test loading to 2 times the specified safe working load including construction of any test pile cap and dismantling the same after completion of test. (Rate for Safe working Load) 100 Ton
24 24 TIMBER SHUTTERING (FORMWORK)
25 25 Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.
26 26 (a) Using 38mm thick plank 839.41 Sqm
27 27 (b) Circular or curved in plan (Using 38mm thick plank) 85.91 Sqm
28 28 Columns, Pillars, Posts & Strut (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face
29 29 (i) Using 38mm thick plank 1674.4 Sqm
30 30 Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. 1946.92 Sqm
31 31 Sides of tie beams, grade beams etc. at or below ground level. 223 Sqm
32 32 Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. (a) Floors etc. upto 200mm in thickness. (i) Using 38mm thick plank 1165.34 Sqm
33 33 Vertical surface such as walls (any thickness), parapet walls, partitions, walls of septic tank, inspection pit and the like including attached pilasters, butresses, plinth and string courses and the like. (i) Using 38mm thick plank 2733.75 Sqm
34 34 Staircase with sloping or stepped soffits including risers and stringers but excluding Landing. (Using 38mm thick plank) 18.29 Sqm
35 35 Sloping or Battering sufaces such as sloped slabs etc. including folded plates. (a) Where inclination to horizontal plane does not exceed 30o requiring shuttering only on the underside. (i) Using 38mm thick plank 253.32 Sqm
36 36 Domes, Vaults and shell roofs having curved surface in both directions (only area of the underside shall be measured for payment). (Using 38mm thick plank) 646.23 Sqm
37 37 Extra for each subsequent 1.0M height or part thereof beyond the initial height of 4.0M as mentioned in item no. 3.1.1 880.67 Sqm
38 38 Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). 875.9 Sqm
39 39 Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.4.1 17961.3 Sqm
40 40 Providing form work of ordinary timber planking and removal of the same in edges of slabs and breaks in floors and walls etc. of in-situ reinforced concrete works upto first floor level. (a) Thickness not exceeding 200mm. 207.5 Rm
41 41 Providing formwork using 2mm pressed bend shuttering plate of mild sheet and tubular telescopic steel props including centering, shuttering, strutting and propping etc. complete and removal of the same for in situ reinforced concrete and plain concrete work in:
42 42 Vertical surface such as walls (any thickness), Lift shafts, partitions and the like including attached pilasters, butresses, plinth and string courses and the like. 156.74 sqm
43 43 Extra for each subsequent 1.0M height or part thereof beyound the initial height of 4.0M as mentioned in item no. 3.2.1 146 sqm
44 44 LANDSCAPING Supplying and dibbling of selected lawn grass [ Doob grass (Cynodon dactylon), cushion grass (Axonopus affinis)] after preparing the land by ploughing / working to a depth of 40 -45 cm, removing of all unwanted debris ( rubbles, pebbles, plant roots etc.), mixing of organic manure(10kg - 15kg/sq.m), levelling the surface and initial maintenance by proper and periodic rolling, mowing and irrigation etc.( as specified) for a period of six months from the date of dibbling including the application of recommended dose of fertilizers(N:P:K) mixture as specified and directed by the department. (b) By Carpet grass (Axonopus affinis) 192 sqm
45 45 Supplying and laying of selected grass turves [ size 60 cm x 30 cm] after preparing the land by removing of all unwanted debrises ( rubbles, pebbles, plant roots etc.), mixing of organic manure, levelling the surface and initial maintenance by proper and periodic rolling, mowing and irrigation etc.( as specified) for a period of six months from the date of laying of grass including the application of recommended dose of fertilizers(N:P:K) mixture as specified and directed by the department. (a) By Bahpotia grass and Doob grass (Cynodon dactylon) : 20 nos
46 46 Supplying and planting of terrestrial orchids with required size of pot including filling the pot to the top surface with appropriate soil media made of garden soil, river sand, cow-dung, leaf mould, fertilizer, pesticides as per specification and necessary maintenance for a period of 4 months from the date of planting complete as specified and directed . (Mixing of different ingredients of soil media to be made in presence of Deptt. official / Specialist concerned) (II) Using earthen pot of 60 cm dia. 20 Each
47 47 Supplying and planting of seasonal flower in required size of pot including filling the pot to the top surface with appropriate soil media made of garden soil, river sand, cow-dung, leaf mould, fertilizer, pesticides as per specification and necessary maintenance for a period of 4 months from the date of planting complete as specified and directed . (Mixing of different ingredients of soil media to be made in presence of Deptt. official / Specialist concerned) (II) Using earthen pot of 60 cm dia. 20 Each
48 48 Supplying and planting of ornamental trees (1'-0" height sapling) including pit making ( 60 cm x 60 cm x 60 cm ), filling the pit with appropriate soil media, manure and fertilizers as per specification and necessary maintenance for a period of one year from the date of planting complete as specified and directed . (A) Neem / Mahaneem / Beef wood / Bakul / Acacia / Siris / Devils tree / Kadam / Palash / Pink Cassia / peepal / Silver oak / Simalu / Ajar 20 Each
49 49 Half brick circular tree guard internal diametre 1.25 m and height 1.2 m above ground and 0.02 m below ground bottom two coarses laid dry and top three coarses in cement mortar 1:6 and the intermediate coarses being in dry honey comb masonry as per design complete. 20 Each
50 50 Supplying and planting of selected rose plants on the ground (as specimen bush) including the preparation of the pit ( 45 cm x 45 cm x 45 cm ), removing unwanted debrises, filling the pit with manure and fertilizers as per specification and necessary maintenance for a period of 1year from the date of planting complete as specified and directed . (A) With Pompon Rose 30 Each
51 51 Supplying and planting of aquatic plants ( water Lily and Lotus )after preparation of under water soil including organic manuring, supplying the required quantity of water and maintenance for a period of one year from the date of completion complete as specified and directed. 20 Each
52 52 Providing water fountain at treatment plant 1 Each
53 53 Supplying with fitting & fixing of the following integral type street light luminaries complete and consisting of single piece integral epoxy gray powder coated dia cast aluminium housing gasket, pot optic reflector, cast aluminium frame from heat resistance toughened clear glass cover and accessories such as Condenser, lamp Holder, Ballast, lamp etc. in the existing pole including making necessary connection as approved by the Deptt.)with 2× 2.50 sq.mm F.R. multistrand and P.V.C. insulated single core copper cable as specified and directed by the department. Philips make) Cat No.SRX051 1xSON250W For Lamp 1xSON/SONT250W/ Wipro make) Cat ref: WST 50250, For Lamp 1x250W HPSV (/ Crompton Greaves make) SSSGUN15H/GF or lamp 1x250W HPSV (T) . 6 Each
54 54 Supplying with fitting and fixing Four Pole 415V Front handle operated On Load Change over switch (IP-20 protection powder painted sheet steel enclosure fitted on angle iron frame of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. 250A 6 Each
55 55 Supply and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV G Solid Aluminium conductor up to 10 sq mm balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminium for single core up to 70 sq mm balance Aluminium strip, Galvanised for cables up to 2x10 sq mm.3x10 sq mm,4x6 sq mm balance all galvanised steel strip) , extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908(Part 1) 1988 armoured U.G. cable U.G. cable laid in ground/partially in air (as required for termination over ground including excavation of cable trench up to depth of 75cm, refilling, protective brick covering, Sand cushioning etc complete handling of surplus spoil, debris et to proper place as specified and directed by the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/ Finolex make) .
56 56 6.00 Sq.mm 2 Core armoured U.G. cable 250 Rm
57 57 25.00 sq.mm & 1/2 core armoured UG cable. 120 Rm
58 58 35.00 sq.mm & 1/2 core armoured UG cable. 60 Rm
59 59 MASONRY WORKS
60 60 Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling. 1470.48 Sqm
61 61 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately) (A) 112mm thick brick wall (a) In cement mortar in proportion 1:4. \n(1 cement:4 sand) 1151.02 Sqm
62 62 Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. 39.45 Cum
63 63 230mm thick brick wall in cement morter with 1st class brick including racking out joints and curing complete as directed in structure (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4. 122.09 Sqm
64 64 112 mm thick reinforced brick wall in prop 1:5 reinforced with two lines of M.S rod/ Tor steel as specified embeded in 38 mm thick concrete course in prop.1:2:4 with coarse agg. 12mm down at every fourth courses embeded with protruding rod in column including curing etc.complete as directed ( M.S rod/Tor steel shall be measured and paid separately) in super structure above plinth up to 1st floor level. 236.65 Sqm
65 65 TILES WORKS: VITRIFIED TILES
66 66 B)ON WALLS Providing polished vitrified wall tiles of approved quality, size, shape and thickness not less than 8mm on walls and skirtings over cement mortar bed 10 mm thick in prop. 1:3 (1 cement : 3 coarse sand ) including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey/Sika/Pedelite/Rouf)/white cement slurry mixed with approved pigment to match shade of tilesc complete at all levels as specified and directed. (coloured pigment should be in conformity with colour of tiles and as approved and directed by the department). 118.06 Sqm
67 67 A) ON FLOOR Providing VITRIFIED floor tiles of approved quality of specified size, shape and thickness not less than 18mm on floors, skirtings, risers and treads of steps over 15 mm thick base of cement mortar in prop. 1:3 (1 cement : 3 coarse sand ) including cutting where necessary finished with flush pointing with Fix-A-Tile (Choksey/Sika/Pedelite/Rouf) / white cement slurry mixed with approved pigment to match shade of tiles, mixed with approved pigment to match the shade of the tiles, complete at all levels as specified and directed. (Coloured pigment should be in conformity with colour of tiles and as approved and directed by the Department) i) Of size 400mmx400mm and above 223.08 Sqm
68 68 Cement concrete works in topping 1:1:2 (1cement :1sand :2 graded aggregates on R.C.C floor, tread and rise of steps finished with a floating coat of neat cement using cement slurry for bond @ 2.75 kg.of cement per sq. m. of floor to be laid in panels including curing complete as directed. (b) 20 mm thick 87.09 Sqm
69 69 65 mm thick cement concrete floor consisting of 50 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 25mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) laid in panels and finished with a floating coat of neat cement finish (using cement slurry for bond @ 2.75 kg. per square metre of floor area) including curing etc. complete as directed. 25 Sqm
70 70 Providing and laying 50mm thick C.C. floor with metallic concrete hardener topping under layer of 35 mm thick cement concrete in prop.1:2:4 (1cement : 2 coarse sand : 4 coarse aggregate of 20 mm and down) and top layer of 15mm thick of metallic cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 stone aggregate 6 mm and down) by volume with which metallic hardening compound of approved quality is mixed in the ratio of 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approved quality by weight) including finishing with curing complete as directed. 60.31 Sqm
71 71 Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor. (a) 15 mm thick, Under ground 9.6 sqm
72 72 40 mm thick cement concrete floor consisting of 25 mm under layer of cement concrete in prop. 1:3:6 (1cement : 3 coarse sand : 6 coarse aggregate of 12.5 mm and down) and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 (1cement :1 coarse sand : 2 coarse aggregate of size 10mm down) finished with a floating coat of neat cement finish using cement slurry for bond @ 2.75 kg. per square metre of floor area , wearing layer is to be laid in panels including curing etc. complete as directed. 163.83 Sqm
73 73 GRANITE FLOORING: Providing polished granite tiles of approved quality, size and shape and thickness not less than 8mm, on walls over 15mm thick, cement mortar bed in prop. 1:3 (1 cement : 3 coarse sand) including cutting where necessary, finished with flush pointing on wall with ordinary cement slurry mixed with approved pigment to match shade of tiles, complete at all levels as specified and directed. 3.24 Sqm
74 74 WOOD WORKS
75 75 Providing wood work in frame (chowkaths) of doors, windows, clerestory windows and other similar works wrought, framed and fixed in position in contact with C.C or brick masonry wall including supplying, fitting and fixing with M.S. hold fast (40mmx3mmx250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified. (a) With sal wood 5.02 Cum
76 76 Providing, fitting and fixing factory made wooden panelled doors with panel inserts of 75mm to 50mm width and 12mm to 20mm thickness,joined together with continous tongue and groove joints glued together with Movicol or other approved adhesive leaving a vertical groove of 7.5mm to 15mm between the inserts,the edges of panel inserts being feather tongue into styles and rails including providing three pairs of oxidised M.S butt hinges (100mm x75 mm x3.55mm) and furnishing with moulded timber beading of size 25mmx15mm around the panels complete as per drawing (moulded timber bead and all fittings except hinges to be paid separately) a) With Teak wood / Sissu wood. 88.71 Sqm
77 77 Providing fitting and fixing 1/3 panelled 2/3 glazed wooden shutters for doors/windows including oxidised iron butt hinges (100mm x75 mm x3.55 mm) with necessay screws including glass panes (other fittings to be measured and paid separately) a) With Teak wood / Sissu wood. (i) 40 mm thick with panel inserts of 20mm thickness. 16.38 Sqm
78 78 DOOR AND WINDOW FITTINGS: Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete.( anodised to bright natural matt & satin finished )
79 79 a) Sliding door bolts, i) 300mm x 16mm 12 Each
80 80 b) Tower bolts, ii) 150mm x 10mm 24 Each
81 81 c) Door handles, ii) 150mm 24 Each
82 82 d) Door stopper with rubber stopper 12 Each
83 83 FRP FLUSH DOOR: FRP FLUSH DOOR Supplying & fixing of factory made 30mm thick Fibreglass Reinforced Plastic (FRP) panneled door shutter of required colour of FIBREWAYS made with fire retardant grade unsatured polyster resin,moulded to 3mm thick FRP laminate for forming hollow rails and styles,with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings,cast monolithically with 5mm thick FRP laminate for panels and conforming to IS:14856-2000 including fixing to frames complete as per direction of Engineer-in charge. 16.8 Sqm
84 84 WINDOWS AND VENTILATORS : Providing, fitting and fixing anodised aluminium windows and ventilators of standard sections of approved brand without horizontal glazing bars joints mitred and welded (manufactured to relevant IS specifications) fitted with 6mm x 3.15mm lugs 100mm long embedded in CC blocks 150mm x 100mm x 100mm in 1:3:6 mix including providing and fixing handles, frictions stays, joining cleat, bolting device, locking arrangement, spring catch as required complete as specified and directed for all levels. (Cement concrete to be measured and paid separately). a)Side hung and Top hung windows and ventilators (i)6mm clear glass 42.71 Sqm
85 85 GLASS FITTING:Providing and fixing clear sheet glass beded in putty and fixed with/without wooden bidding including necessary cutting and glass to be required sized(payment for wooden bead shall be made separately) (1). Area of glass panes not exceeding 0.15m2 (a). 3.00mm thick. 32.15 Sqm
86 86 Providing, fitting and fixing steel windows of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, steel handles, pegs, stays of 300mm long etc. complete including providing 12mmx12mm sq. bars duly welded to steel frame at not more than 12cm c/c applying a priming coat of red-lead paint etc. complete as per drawing. a) Openable 2.4 Sqm
87 87 Ceiling with Exposed Metal (G.I.) Frame work with E-Grid - 2430 :: Providing and fixing, in position suspended false ceiling using E-Grid (exposed ceiling suspension 2430 system) of grid size 600mm x 600mm/1200mmx600mm with main runner 38 x 24mm, cross tee 29mm x 24mm & wall angle 24mm x 24mm . Using 4mm/6mm thick High Pressure Steam Cured Non Asbestos Fibre Cement Board as per IS 14862, to be placed in a grid of G.I. system duly suspended with 4mm/6mm dia G.I/M.S bar hanger fixed with steel dash fasteners or iron purlin from the roof with adjustment clip providing positions for light fixtures, air conditioning diffuser and ducts, sprinklers, smoke detectors etc. The main runners to be secured to structural soffit by hanger @ 1220mm maximum c/c. The last hanger at the end of each main runner should not be placed at more than 450mm from the adjacent wall. Flush fitting 1220mm cross tee to be interlocked between main runners @ 610mm c/c, so as to form 600mm x 600mm/1200mmx600mm grid, all complete as per the drawing & directions of engineer-in-charge. Finally, if specified, are to be painted with 2 coats of acrylic emulsion paint of approved shade/make over a coat of cement primer before installing it on the grid. 106.6 Sqm
88 88 Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified. 1980 Cum
89 89 PLAIN CEMENT CONCRETE WORKS
90 90 Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). 191.49 Cum
91 91 Plain cement concrete floor base in prop1:3:6 laid in alternate bays as specified with coarse agg. of size 13mm to 32mm including dewatering if necessary, and curing etc. complete. 136.6 Cum
92 92 Providing form work of ordinary timber planking and removal of the same in edges of slabs and breaks in floors and walls etc. of in-situ reinforced concrete works upto first floor level.(a) Thickness not exceeding 200mm. 50 Rm
93 93 Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed. 23.75 Sqm
94 94 REINFORCED CEMENT CONCRETE WORKS
95 95 Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.
96 96 c) M20 grade concrete 30.26 Cum
97 97 c) M25 grade concrete 444.165 Cum
98 98 c) M30 grade concrete 257.01 Cum
99 99 (B) In super structure from plinth level up to 1st floor level. :ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.
100 100 c) M20grade concrete 16.99 Cum
101 101 c) M25grade concrete 748.01 Cum
102 102 c) M30grade concrete 287.88 Cum
103 103 Domes, Vaults and shell roofs . c) M30grade concrete 91.87 Cum
104 104 Extra over item above for each subsequent floor or part thereof above the 1st floor level. 2791.04 Cum
105 105 Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc. Using admixture, plasticiser etc for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required. 14.9 Cum
106 106 Extra for providing and mixing normal Plastisizer Master Plast PL-1 of Choksey Chemicals /Dr. Sealkit Normal Plast (Asian Chemicals)/ RHEOMAC 707 of BASF @ 0.3% by weight of cement in concreting RCC structures as specified and directed by the Department complete at all levels. 18.08 Cum
107 107 REINFORCEMENT
108 108 Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.\n(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL
109 109 (i) TMT Corrosion resistant steel (CRS) reiforcement bar 2359.08 Qntl
110 110 (ii) Extra for reinforcement work for each subsequent floor or part thereof above the first floor level 3097.06 Qntl
111 111 Supplying fitting and fixing M.S.angles, M.S. flat, M.S. bolts and nuts including painting with red lead paint one coat complete as directed. 49.96 Qntl
112 112 Steel work riveted and/ or bolted/ riveted in built up sections, frame work including cutting, hoisting, fixing in position and applying a priming coat of red- lead paint up to 4.6m height above plinth including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed. b) In single stanchions (columns) composed of R.S.J. or channels with caps, bases, splices, angle brackets etc. 71.6 Qntl
113 113 Structural steel work in sigle sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint (up to 4.6m height) from plinth level including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed. a) In beams and joists fitted independently without connecting plates. 24.48 Qntl
114 114 Providing, fitting and fixing powder coated pressed steel door frame made of 1.25mm/ 1.6mm thick sheet of various sizes with necessary hinge jamb, lock jamb, head and steel base ties at the bottom of the frame. The whole frame shall be welded or rigidly fixed together by mechanical means with base ties of pressed mild steel angle of size 20x20x1.25mm thick. Frame to be filled up with 1:4:8 P.C.C. after fitting the frame with brick/ concrete works etc.complete as directed by the department for all levels. (P.C.C. to be measured and paid for seperately). (b) 1.60mm thick sheet (iii) Size 125mm x 60mm (Single rebate) 10.7 Rm
115 115 Providing, fitting and fixing powder coated steel door pannel made of 1.6mm thick sheet on both side of the frame made of pressed mild steel angle of size 20x20x1.25mm thick.frame to give rigidity as directed and specified. 0.94 Ton
116 116 Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. 34.33 Qntl
117 117 Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts). 11.4 Qntl
118 118 Providing rails for plying of rollers of gate made made from 50mm x 6mm size M.S. flat and to be fitted with 3 nos of hinged hold fasts to be embedded in concrete prop. 1:2:4 of 10mm wide and 75 mm deep over brick flat soling 250mm wide including curing etc. complete. 12.65 Rm
119 119 Providing roller to the gate including welding etc.complete 4 Each
120 120 Surface dressing of ground including removing vegitation and/ or undulation of ground not exceeding 150mm deep and disposal of rubbish outside the periphery and lift up to 1800mm in all kinds of soil. 34.69 Sqm
121 121 Providing Pre Painted Galvalume Sheet Roofing (PPGL) at all levels including fitting and fixing self drilling, self tapping screws complete (Roof trusses, purlins etc. to be measured and paid separately.) TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement (iv) 0.60 mm thick 450.26 Sqm
122 122 Providing and fixing rolling shutters of approved make made of 80mm wide M.S. laths interlocked together through their entire lenth and jointed together at the ends by end-locks mounted on specially designed pipe shaft with bracket plates, guide channels and arrangements for inside and outside locking with push-pull operation complete including cost of wire, spring and hood cover for the shutters. 9.27 Sqm
123 123 PLASTERING
124 124 15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.
125 125 A) On fair side 6617.52 Sqm
126 126 B) On Rough side 1078.09 Sqm
127 127 10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed. (a). In cement mortar 1:4 1680.69 Sqm
128 128 20 mm thick Cement plaster in two coats on single or half brick walls for interior plastering up to 1st floor level including arises, internal rounded angles,chamfers and / or rounded angles not exceeding 80mm in girth and finished even and smooth including curing complete as directed. 1089.32 Sqm
129 129 Extra for plastering on ceiling and soffits of stairs up to first floor level ( instead of plastering on walls) including curing complete as directed 4201.28 Sqm
130 130 PAINTING
131 131 Applying one coat cement primer of approved brand and manufacture on new wall surface after thoroughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. 6825.35 Sqm
132 132 Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials. 1050.88 Sqm
133 133 Providing two coats of J.K Wall Putty ( White Cement based putty for concrete/ mortar walls and ceiling both internal and external) after removing all loosely adhering material from the wall surface with the help of emery stone, putty blade or wire brush and moistening the wall with sufficient quantity of clean water as specified and directed by the department. (Total thickness of two coats is maximum 1.5mm) 174.95 Sqm
134 134 Wall painting (two coats) with acrylic emulsion paint approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) on new surface to give an even shade after throughly brushing the surfaces free from mortar droppings and other foreign matter and sand papered smooth. 5714.06 Sqm
135 135 Finishing new wall with water proofing weather coat smooth antifungal exterior painting of approved make of Barger paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels ( two coats) 3087.96 Sqm
136 136 Applying 2 coats of 1mm thick elastomeric cementitious waterproofing coating Brushbond RFX of Fosroc Chemicals /Dr. Sealkit Flexbond AP 122 C (Asian Chemicals) / MASTERSEAL 550EL of BASF for waterproofing structures like roof slabs, basement, sunken slabs, chajjas, tunnels, water tank etc. after proper surface preparation and soaking the surface with water prior to application complete as specified and directed by the Department at all levels. 643.07 Sqm
137 137 Applying two coats of 1mm thick elastomeric cementetious water proofing coating Brushbond RFX of Fosroc Chemicals for water proofing structures- roof slab, etc after proper surface preparation and soaking the surface with water prior to application complete as specified and directed by the department complete at all levels. 1433.37 Sqm
138 138 PAINTING ON WOOD AND WOOD BASED SURFACES
139 139 Applying priming coat over new wood and wood based surfaces over 100mm in girth/width after and including preparing the surface by throughly cleaning oil, grease, dirt snd other foreign matter , sand papering and knotting. (b). With ready mixed paint , wood primer (white). 236.6 Sqm
140 140 Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. (i).Surfaces over 100mm in width or girth. b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). 236.5 Sqm
141 141 Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper. a). With ready mixed "red-lead/ red oxide" primer. 581.41 Sqm
142 142 Extra over item no.13.7.4 and 13.7.5 for every subsequent coat of paint. b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). 32.4 sqm
143 143 Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.(i).Surfaces over 100mm in width or girth.b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). 550.58 Sqm
144 144 Painting two coats on new G.C.I sheets with ready mixed anticorrosive paint of approved brand and shade suitable for painting over G.C.I sheets to give an even shade including the cleaning the rust patches with emery paper, dust ,dirt, grease and other foreign matter with water complete. 106.7 Sqm
145 145 Providing access scaffolding system upto a height of 40 m supported by frames of timbers, H-beam, bracings, including suitable couplers, pins, towe spindles and 2nd class timber plank platforms complete as specified and directed by the department (measurment to be taken on elevation area of the building/ structure). 3609.36 Sqm
146 146 PLINTH PROTECTION WORKS
147 147 Providing plinth protection with bricks laid on edge and grouted with cement mortar 1:4 and finishing with cement pointing in prop. 1:1 complete. 348.61 Sqm
148 148 Providing plinth protection 50mm thick to cement concrete 1 : 3 : 6 with coarse agg.of 20mm nominal size including finishing the surface with 10mm thick cement plaster in proportion 1:3 with a floting coat of neat cement finished. 42.6 Sqm
149 149 Providing drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. i). 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm. 42.6 Rm
150 150 PRE CONSTRUCTION ANTI - TERMITE TREATMENT : Pre construction anti - termite treatment at the bottom of foundation pits and walls on either side up to a height of 300mm from bottom of the excavation made for column plinth beam, wall, trenches etc. by applying the emulsion @ 5 (five) litres per square meter of the surface area before starting construction work (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. 237.88 Sqm
151 151 GRILLS: Providing, fitting and fixing M.S. grill of required pattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws. 1376.1 Kg
152 152 Providing and fixing hand rail of approved size by welding etc. to steel\nladder railing, balcony railing, staircase railing and similar works,\nincluding applying priming coat of approved steel primer.(DSR-2018) 791 kg
153 153 Providing, fitting and fixing M.S. grill of requiredpattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws. II Ornamental grill 540 Kg
154 154 Supply, installation & testing of Copper Plate earth station with 600 mmx600 mmx6 mm heavy duty copper earth plate with necessary 40 mm dia. G.I. medium duty watering pipe with G.I. Fittings such as Socket, Tee, elbow, nipple and 50 mmx40 mm G.I. reducing socket for funnel including locking arrangement with 300 mmx300 mmx6 mm C.I. hinged cover plate complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the deptt . 1 Each
155 155 Extra for using salt (5 K and Charcoal (64 K in pipe Earth Station pit to provide low impedance ground in location of high soil resistivity as and when required and specified by the Deptt. 1 Each
156 156 Extra for using salt (5 K and Charcoal (96 K in G.I./Copper plate Earth Station pit to provide low impedance ground in location of high soil resistivity as and when required and specified by the deptt . 1 Each
157 157 SANITARY WORKS: Providing fitting and fixing Vitreous china Dual Flush / Floor Mounted Coupled / Extended water closet (European type W.C pan 400mm high) with seat and lead ,CP brass hinges and rubber buffers , CI/MS brackets , 40 mm dia flush band with fittings including painting of fittings and brackets, required. (Flushing Cistern to be paid separately) A) Parryware make a) White (iii) Avon (inclusive of seat cover and fittings) (white/coloured) \n(Cat. No. C8480) (S Trap) 2 Nos
158 158 WASH BASIN
159 159 Providing vitreous China wash basin of size 630mm x450mm of Hindware with CI/ MS brackets, 32mm CP brass waste coupling of standard pattern, C.P stop cock, C.P brass chain with plug, PVC waste pipe including painting of fittings and brackets, cutting and making good the walls wherever required. PEDESTAL BASIN (with pedestal) (A) Parryware Make (a) White (i) Duke 660 x 495 (Cat. No.C8416/27) (white/coloured) 6 Each
160 160 Providing fitting & fixing stainless steel kitchen sink of Parryware make with CI/MS brackets, C.P. brass chain with rubber plug, PVC waste pipe etc. complete including painting the fittings ,cutting &making good the walls wherever required. (Sink cock, stop cocks, waste coupling are to be paid separately Nirali (ix) Grace Plain Jumbo (Bowl Size - 610 x 460 x 254) Glossy 3 Each
161 161 Providing fitting and fixing vitreous water closet squatting pan (Indian type W.C Orissa pattern) of size 580 x 440 mm with 100 mm SCI 'P' or 'S' trap, 10 litre low level PVC flushing cistern with manually controlled device(handle lever) of Parryware/Hindware make with all fittings and fixtures complete including cutting and making good the walls and floors whereever required. (a) White 4 Each
162 162 Providing fitting and fixing decorative mirror of Agmeco make colour CP frame complete as directed and specified. (a) Size 450mmx600mm 6 Each
163 163 Providing fitting and fixing 550mm glass shelf with C.P. guard rail of Jaquar make to wall complete fixed with 25mm long screw, rawl plug etc. complete 6 Each
164 164 TOWEL RAIL,TOWEL RACK & TOWEL RING :Providing, fitting and fixing chrome plated (CP) towel rail of Jaquar make complete as specified and directed. (a) Queen's Accessories (450mm long) 5 Each
165 165 SOAP TRAY,SOAP DISH,LIQUID SOAP DISPENSER AND LIQUID SOAP CONTAINER : Providing, fitting and fixing recessed soap tray of Hindware make complete as specified and directed. (i) Jaquar Make (a) Continental (Cat.No.ACN-1331N) 6 Each
166 166 BOTTLE TRAP: Proving fitting and fixing C.P. bottle trap Indian type with outlet pipe and wall flange of following size Ark Sona make for basin etc. complete as directed and specified. (b) 32mm dia 5 Each
167 167 PVC PIPES, BENDS, JUNCTIONS, TEES ETC.: Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all levels including below G.L as directed and specified. a) In exposed surfaces or in trenches.
168 168 (i) 110mm dia. 120 Rm
169 169 (ii) 90mm dia. 79 Rm
170 170 b) Concealed by chiselling or breaking brick wall/C.C/R.C.C. and making good to the damages.
171 171 (i) 110mm dia. 58 Rm
172 172 (ii) 90mm dia. 66 Rm
173 173 Supplying, fitting and fixing 87.5 degree PVC bend of (Supreme/Prince) or other ISI approved including joining ,fitting and fixing etc.as necessary complete at all levels including below G.L as directed and specified. a) In exposed surfaces or in trenches.
174 174 (ii) 110mm dia. 15 Each
175 175 (iii) 90mm dia. 12 Each
176 176 (b) Concealed by chiselling or breaking brick wall/C.C/R.C.C. and making good to the damages.
177 177 (ii) 110mm dia. 13 Each
178 178 (iii) 90mm dia. 10 Each
179 179 Supplying fiting and fixing 87.5 degree PVC bend with door of (Supreme/ Prince) or other ISI approved including joining, fitting and fixing etc.as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches.
180 180 (ii) 110mm dia. 14 Each
181 181 (iii) 90mm dia. 10 Each
182 182 (b) Concealed by chiselling or breaking brick wall/C.C/R.C.C. and making good to the damages.
183 183 (ii) 110mm dia. 9 Each
184 184 (iii) 90mm dia. 6 Each
185 185 Supplying fiting and fixing PVC Plain single tee of (Supreme/ Prince) or other ISI approved including joining, fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches.
186 186 (ii) 110mm dia. 9 Each
187 187 (iii) 90mm dia. 8 Each
188 188 (b) Concealed by chiselling or breaking brick wall/C.C/R.C.C. and making good to the damages.
189 189 (ii) 110mm dia. 7 Each
190 190 (iii) 90mm dia. 6 Each
191 191 Supplying fiting and fixing PVC single ‘Y’ of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches.
192 192 (ii) 110mm dia. 8 Each
193 193 (iii) 75mm dia. 8 Each
194 194 (b) Concealed by chiselling or breaking brick wall/C.C/R.C.C. and making good to the damages.
195 195 (ii) 110mm dia. 6 Each
196 196 (iv) 75 mm dia. 6 Each
197 197 COWEL: Providing fitting and fixing 50mm dia. HCI cowel with cement caulking complete as directed and specified. 5 Each
198 198 GRATING: Providing fiting & fixing C.P.Grating to the floors complete as directed and specified. (ii) 110mm dia 7 Each
199 199 SEPTIC TANK:Supplying and placing ferrocement septic tanks of rectangular shape in to pit with manhole cover with cleaning arrangement over single brick flat soling and 75mm 1:3:6 P.C.C. Baffle wall, inlet and outlet etc are provided at suitable points complete as directed.
200 200 20 Users 1 Each
201 201 10 Users 1 Each
202 202 MANHOLE COVER:Providing fitting and fixing (600x600)mm 90mm thick C.I. Man hole cover and frame of 25 Kg. weight complete as directed and specified 5 Each
203 203 FLUSHING CISTERN:Supplying, fiting and fixing vitreous china automatic flushing cistern of 10 litres capacity of Parryware/Hindware with all internal fittings with CI brackets including fitting and fixing standard size CP flush pipe, union clamps etc. compete as directed and specified (pipes will be measured separately) i) Parryware make a) White (i)Economy Single Flush (Cat No.C8090/C8055) 4 Each
204 204 SOAK PIT AND INSPECTION CHAMBER:Construction of filter bed in soak pit including earth work in excavation of soil and then filling up of the trench with brick bats/Charcoal covered with earth over a layer of A.C. plain sheet above brick bat filling complete as directed. (sizes of soak pit may vary depending on the sizes and capacities of the septic tank as well as the number of users as mentioned in the table. 3 Cum
205 205 Construction of inspection pit inside measurement 450mm x450mm x450mm flush with 100mm diameter HCI/PVC pipes and cement concrete base in proportion 1:3:6 over flat brick soling, 12cm brick wall in cement mortar in proportion 1:4 finished with 13mm cement plaster in proportion 1:2 in side wall and floor. 450mm x450mm air tight C.I. inspection pit cover and frame complete including supplying of materials, necessary excavation of pit as directed. 5 Each
206 206 PIPING:Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary 'R' brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc.complete at all levels including below G.L. as directed and specified. Exposed or in trenches
207 207 c) 32 mm dia i) Using Tata (medium) 50 Rm
208 208 d) 25 mm dia i) Using Tata (medium) 90 Rm
209 209 e) 20mm dia i) Using Tata (medium) 50 Rm
210 210 f) 15 mm dia, i) Using Tata (medium) 50 Rm
211 211 Concealed by chieselling or breaking brick wall/ C.C. wall/ R.C.C. wall and making good to the damaged structure.
212 212 c) 32 mm dia i) Using Tata (medium) 12 Rm
213 213 d) 25 mm dia i) Using Tata (medium) 30 Rm
214 214 e) 20mm dia i) Using Tata (medium) 12 Rm
215 215 f) 15 mm dia i) Using Tata (medium) 28 Rm
216 216 BIB COCK:Supplying fitting and fixing C.P. bib cock 15mm dia of approved brand directed and specified. (G.I. & C.P pipes will be measured separately) Essco make (Delux/ Sumthing spl./Tropical) (a) Bib cock short body 7 Each
217 217 PILLAR COCK:Supplying and fitting fixing C.P. pillar cock of 15mm dia of approved brand as specified and directed. SONA make (a) Light type 6 Each
218 218 Supplying and fitting gun metal country pit valve (full way valve) I.S.I. Make as specified and directed.
219 219 a) 40 mm dia. 5 Each
220 220 b) 25 mm dia. 5 Each
221 221 Supplying and fitting ball valve as specified and directed..
222 222 a) 25 mm dia. (gun metal) 5 Each
223 223 b) 20mm dia. (gun metal) 5 Each
224 224 FRP WATER TANK: Supplying and placing plastic cylindrical vertical claused top (PCVC) tank of Sintex / Polycon / Patton make over the stagging with manhole cover with locking and cleaning arrangement including providing pads of size as required for inlet and outlet pipes (a) Sintex make
225 225 2000 Lt capacity 2 Each
226 226 1000 Lt capacity 1 Each
227 227 500 Lt capacity 1 Each
228 228 Supplying fitting and fixing overhead adjustable Chrome Plated (C.P.) spray shower 15mm dia. of Sona make with wall flange as directed and specified.(pipes will be measured and paid separately) (a) Supreme shower with arm 3 Each
229 229 Supplying including installation, testing and commissioning of Readymade Panel board conforms to IS : 8623, IEC : 60439 made of Phosphatised powder painted wall mounting type complete with Ana log meter module cable Alley both LHS and RHS, Copper Bus bar, Din Rail, Neutral Bar, Earth Bar etc. with Provision for 1 No. 4 pole MCCB as incomer and provision for 12 Nos.TP MCCB out goings as specified and directed by the deptt. and comprising of the following electrical items:2. Meter Module- Digital (Provision for Ammeter, Voltmeter, Selector Switch, Control Fuses, Indicating lights, MCBs etc.3. cable Alley 12 Way for incoming 400A (Incoming and Outgoing MCCB of reqd. rating will be measured and paid separately) 2 Set
230 230 Supplying including installation, testing and commissioning of Readymade Panel board conforms to IS : 8623, IEC : 60439 made of Phosphatised powder painted wall mounting type complete with Ana log meter module cable Alley both LHS and RHS, Copper Bus bar, Din Rail, Neutral Bar, Earth Bar etc. with Provision for 1 No. 4 pole MCCB as incomer and provision for 12 Nos. FP MCCB out goings as specified and directed by the deptt. and comprising of the following electrical items: 1. Panel Board up to 250A to 400 A Incomer, O/G FP MCCBs 2. Meter Module- Digital (Provision for Ammeter, Voltmeter, Selector Switch, Control Fuses, Indicating lights, MCBs etc. 3. cable Alley 12 Way for incoming 250A (Incoming and Outgoing MCCB of reqd. rating will be measured and paid separately) 1 Each
231 231 Wiring for light /fan/ cell bell point wih 2x1.5 sq. mm PVC insulated single core unsheathed industrial (Multistrand)cable FR conformng to IS 694:1990 with flexible bright annealed electolytic copper conductor for voltage grade up to 1100volts ( Finolex/ RR Kabel/Nicco/ Anchor or Equivalent Make as approved by th Deptt.) with flat 19mm ISI marked casing "n" capping (AKG/ Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt) in surface sytem, including 6 Amp flush type switch/ bell push ( Anhor Penta/ Gold medal/ Kolor Kany. Kom/ Havells or equivalent make as approved by the Deptt) GI/MS switch board (ISI marked) half conceal on wall with phenolic laminated sheet cover, ceiling rose (( Anhor Penta/ Gold medal/ Kolor any.Kom/ Havells or equivalent as approved by the Depptt) etc complete as directed and specified by the Dept). Medium poiint up to 6.0m length 58 Each
232 232 Wiring to 5 /6 pin 6 Amp plug point with 1.5 sq. mm PVC insulated single core unsheathed industrial (Multistrand)cable FR conformng to IS 694:1990 with flexible bright annealed electolytic copper conductor for voltage grade up to 1100volts ( Finolex/ RR Kabel/Nicco/ Anchor or Equivalent Make as approved by th Deptt.) with flat 19mm ISI marked casing "n" capping (AKG/ Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt) in surface sytem, including 5 pin 6 Amp flush type plug socket and 6 Amp F/T switch ( Anchor Penta/ Gold medal/ Kolor Kany. Kom/ Havells or equivalent make as approved by the Deptt) GI/MS switch board (ISI marked) with phenolic laminated sheet cover including earth continuity with 1.5 sq. mm cable o thirdpin of the plug socket etc as required complete when placed elswhere. Medium poiint up to 6.0m length 28 Each
233 233 Wiring for 5/pin 16 Amps power plug point with 4 sq. mm PVC insulated single core unsheathed industrial (Multistrand)cable FR conformng to IS 694:1990 with flexible bright annealed electolytic copper conductor for voltage grade up to 1100volts ( Finolex/ RR Kabel/Nicco/ Anchor or Equivalent Make as approved by th Deptt.) with flat 19mm ISI marked casing "n" capping (AKG/ Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt) in surface sytem, including providing & fixing 5/6 pin 16 Amps flush type plug socket outlets and 16 Amps F/T switch ( Anchor Penta/ Gold medal/ Kolor Kany. Kom/ Havells or equivalent make as approved by the Deptt) GI/MS switch board (ISI marked) with phenolic laminated sheet cover including earth continuity with 2.5 sq. mm cable to the third pin of the socket as required complete. Medium poiint up to 6.0m length 18 Each
234 234 Wiring for drawing sub- mainline with PVC insulated single core unshealthed industrial (Multistrand)cable FR conformng to IS 694:1990 with flexible bright annealed electolytic copper conductor for voltage grade up to 1100volts ( Finolex/ RR Kabel/Nicco/ Anchor or Equivalent Make as approved by th Deptt.) in surface with flat ISI marked casing "n" capping (AKG/ Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) sytem including earth continuity.
235 235 With 3 x 4 sq.mm + earth continuity with 2 x 2.5 sq.mm cable in flat 25 mm ISI marked casing "n" capping. 180 Rm
236 236 With 3 x 6 sq.mm + earth continuity with 2 x 4 sq.mm cable in flat 25 mm ISI marked casing "n" capping. 140 Rm
237 237 Installation, testing & commmissiong of precablrd fluorescnt of al types, complete with all accessories & tubes etc. including supplying ball & socket arrangement, suspension down rod of 19 mm dia. HG conduit upto 30 cm length including painting & connection as approved by the deptt. with 1.5 sq.mm copper cabes as required. 39 Each
238 238 Supplying with fitting and fixing single pole 10 KA 240/415V 50 Hz MCB of the following capacity complete with making necessary connection as approved, specified & directed by the Deptt. 16.1.1 B Series ( Schneider MG, Legrand Hager make) B Series\n(Schneider MG, legrand, Hager make)
239 239 6 to 32A 76 Each
240 240 63 A 4 Each
241 241 Supplying with installation & commissioning of readymade maintenance free CPRI approved chemical earthing system with 50 mm dia. 3.00 Metres length corrosiongree Single pipe technology- Copper CHEMRODE ELECTRODE complete with RESLOW Grounding Minerals (25K & Advanced Earth Pit Cover) (PV including excavation of earth pit & construction of brck earth chamber including plastering both inner & outer surface of brick wall as specified & directed by the Deptt. 15 Each
242 242 Supplying including fitting & fixing of following AC, Ceiling fan complete with all accessories like dowm rod, canopy etc. of following sweeps with making necessary connection (as approved by the Deptt.) as required complete & as directed by the Deptt. ( Without regulator). Premium model 1400 mm Sweep. (ORIENT PSPO make) /Premium model 1400 mm Sweep SS-390 Deco. Havells make) 21 Each
243 243 Supplying including fitting & fixing of following AC, Exhaust fan in the existing hole on the wall of following sweeps with making necessary connection (as approved by the Deptt.) as required complete & as directed by the Deptt.Heavy Duty 450 mm sweep 900 RPM Single phase (ORIENT make) 16 Each
244 244 Fire Extinguisher:Supply, Installation, Fixing of ABC stored Pressure Fire Extinguisher with built – In Pressure Gauge to know the Ready ness of the Extinguisher Squeeze Grip Handle as per IS:13849 with ISI mark.\n(10 kg capacity)\nBRAND : FIRESTOP / FIREND / FIRE SHIELD 13 Nos
245 245 Supplying, erecting, testing & commissioning of Hand operated Travelling Crane (HOT) (single bridge girder carrying two wheels , complete with chain pulley block, load chain of welded construction of alloy steel as per IS:2429, hand chains for hoisting & traverse mechanism, totally encased Gears, trolley, trolley track wheels. Axle & shaft, swivel type lifting hook as per IS:3815, lock to prevent hook from swiveling, brakes for lifting gear, suitable for the above parameters and as per the direction of the Engineer. 3 MT Capacity Span 3 M and Lift 3 M Supply of Diesel Genetator Sets for the following specification Supplying including installation, testing and commissioning of Air/Water Cooled Diesel Generator set coupled to suitable alternator of 220/415 V, AC, 1/3-Phase 0.8 p.f.(la mounted on a 1) M.S. Fabricated base frame.,2) M.S. fuel tank of required capacity.,3) Residual Silencer.,4) Standard Control Panel.5) Suitable batteries with lead.,5) First fill of lube oil.,6) Acoustic Enclosure complete with all accessories as specified and directed by the department conforming to IS comprising the Technical Specification.. as per manufacturer. (RANGE FROM 5 KVA TO 625 KVA) Kirloskar green/bliss, Leyland, Volvo Penta, Perkinson, Mahindra, Greaves, Escort engine and Kirloskar, Stamford, Leroy somer alternator. Intake site
246 246 400 3 5700x2000x2555 6000 Kg W/C 1 Each
247 247 WTP site 320 3 5700x2000x2555 5750 Kg W/C 1 Each
248 248 EARTHWORK:Excavation for structures ( early work in excavation of foundation of structures as per drawing and tchnical specification, including setting out construction of shoring bracing, removal ofstamps and othe deleterious matter, dresing of sides andbottom ad backilling with approved material. Ordinary soil With dewatering Manual
249 249 i) Upto 3m depth 41.54 cum
250 250 ii) Upto 3m to 6 m depth 41.54 cum
251 251 i) Above 6m depth 55.39 cum
252 252 Sinking of 4.20 external diameter well( other than neumatic method of sinking) through all types of strata namely sandy soil, clayeysoil and rock as shon against each case, complete as per drwing and technical specifcation, depth of sinking is reckoned from bed level A. Sandy soil
253 253 Depth below bed level upto 3.00m 3 Rm
254 254 Byond 3m upto10.00m 7 Rm
255 255 Providing and laying cutting edge of mild steel eighing 40 kg per metre for well foundation complete as per drawing and technical specification 0.53 Ton
256 256 Plain/Reinforced concrete, in well foundation complete s per drawing and technical specification including steel shuttering framework\nWith plasticizer ( Masterplat PL-1/SPL-2 or equivalent) air etaining and water reducing plasticizer ( Masterplast PAE or equivalent) and accelerating plasticizer (Mastrplast ACPL or equivalent) conforming to IS-9103-1999\nUsing concrete mixer\nM-30 Grade\n
257 257 A. Well curb 3.26 Cum
258 258 B. Well steining 89.02 Cum
259 259 C.Bottom Plug 5.98 Cum
260 260 E.Top Slab\nP) Using admixture, plasticiser etc for air entraining, water reducing purposes including addition of agent for changing normal setting time of concrete as required.\nc) M25 grade concrete\n 3.13 Cum
261 261 Providing weep holes in brick masonary/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face , complete as per drawing and Technical specification 150 Each
262 262 Providing and laying boulder apron in wire crates with 4mm dia GI wire conforming to IS:280 and IS: 4826 in 100mm x 100mm mesh (wooven diagonally) including 10 percent extra for laps and joints laid woith stone boulders weighing not less than 25 kg each as per drawing and technical specification 240 cum
263 263 Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications 72 cum
264 264 Supplying and placing of filter gravel of uniform size and shape without flaxy shape free from dut, cly, soft grains, dirt nd other foreign materials, washed and screened to different sizes as given below as per IS 8419(Prt-I):1977 all complete as directed.
265 265 Size from 13mm to 25mm 9.6 Cum
266 266 Size from 25mm to 32mm 9.6 cum
267 267 Size from 33mm to40mm 9.6 Cum
268 268 Supplying and placing of filter sand of hard and resistant quartz uniform size and shape free from dust, clay, soft grains, dirt and other foreign materials including inorganic salt and organic sustance, washed and screened. Havig uniformity coeffcient between 1.3 to 1.70 effective size between 0.45 to 0.70 mm, ignition loss not exceeding 0.7% by weight, soluble frction in Hydrochloic acid not exceeding by 5% by weght, silica content not less than 90%, specific gravity between 2.55 to 2.65, wering loss less than 3% as per IS: 1419 (Part-I0:1977 all complete as directed 19.2 Cum
269 269 Supplying, fitting, fixing of 250 dia CI puddle colar in position for inlet, outlet and overflow arrangement in CWS including grouting etc, all complete as per design and as directed. 3 Each
270 270 Site clearence including uprooting of vegitation, grass, brush-wood, sapling and trees not exceeding 300mm girth and disposal of the same outside the periphery and lift upto 1500mm 240 Sqm
271 271 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition) 72 Cum
272 272 Compacting original ground supporting embankment loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300.1 and 300.2 for embankment construction as per Technical specification Clause 300.1.4.1 120 Cum
273 273 Providing, laying and spreading and compact crushed slag 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 blooming requisite type of screening/binding materials to fill up the interstees of crushed stag watering and compacting to the required density as per Clause 405.3 and Technical specification Clause 410.3.2 \n(A) By mix-in- place method\n(i)With 53 mm maximum size of aggregates\n 120 Cum
274 274 Water Bound Macadam Sub-Base/base\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and blooming, stone screening/binding materials to fill- up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per Technical specification clause 404.\n(B) By Mechanical Means\n 120 Cum
275 275 Construction of un reinforced, dowel joint at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per clause 1501.2.2 M30 grade, coarse and fine aggragate conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling the formwork as per drawing ) spreading the concrete with shovels,rakes, compacted using needle, screed and plate vibratot and finished in continous operation including provision of contractor and expansion, construction joints, applying debonding strips, primer, sealant, dowelbars, near approaches to bridge/culvert and construction joints, admixure as approved, curing of concrete slabs for 14 days. Aproach road 54 cum
276 276 Earth work in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, rammimg, watering etc and removal of surplus earth with 50m lead and lift upto 1.5m all complete including dewatering as directed including bailing out water where necessary Ordinary soil 39158.2 Cum
277 277 Labour charge for carrying and laying in position Ductile Iron(DI) pipes and specials (Class-K-9) in line level complete as directed.
278 278 450 mm dia 210 Rm
279 279 300 mm dia 17611 Rm
280 280 250mm dia 14600 Rm
281 281 Labour charge for carrying and laying in position Ductile Iron(DI) pipes and specials (Class-K-7) in line level complete as directed.
282 282 350 mm dia. 839.29 Rm
283 283 300 mm dia 2105.03 Rm
284 284 250 mm dia. 899.69 Rm
285 285 200 mm dia. 3495.89 Rm
286 286 150 mm dia. 5058.61 Rm
287 287 100 mm dia. 60260.4 Rm
288 288 Supplying and devilary of ISI marked DI double socketed fittings class k-12 conforming to IS 9523-2000 of PN 1.6 with up to date amendment of required diameter suitable for used with DI spun pipe conforming to IS 8329-2000 of class k-7 and K-9 DI pipe along with necessary rubber ring of EPDM quality conforming to IS : 5382-1985 31375.3 Kg
289 289 Providing joints to DI, S&S pipes including cutting the pipes where necessary & supplying all jointing materials where necessary with testing of the joints all complete as directed 1770 Each
290 290 Supply & delivery of Ductile Iron Pipes for water conforming to IS: 8329 - 2000 (with latest amendment, current at the time of delivery) at site of the contractor store location at Digboi town. The pipes shall be suitable for Push- on Joint (Rubber Gasket Jointing) with Socket and Spigot ends in standard working lengths of 5.5 m. / 6.0 m. of requisite pressure class, with cement mortar lining inside the pipes (with Portland cement conforming to IS: 8112) and Zinc coating with a finishing layer of Epoxy Resin (Blue Epoxy) on external surfaces, manufactured by manufacturer having the eligibility criteria and as per other terms & conditions as prescribed in the Bid Document.
291 291 250 mm dia. (Class K-9) Raw Water Pumping Main 14600 Rm
292 292 300 mm dia. (Class K-9) Clear Water Pumping Main 3011 Rm
293 293 100 mm dia. (Class K-7) distribution Network 60260.4 Rm
294 294 150 mm dia. (Class K-7) distribution Network 5058.61 Rm
295 295 200 mm dia.(Class K-7) distribution Network 3495.89 Rm
296 296 250 mm dia. (Class K-7) distribution Network 899.69 Rm
297 297 300 mm dia. (Class K-7) distribution Network 2105.03 Rm
298 298 350 mm dia. (Class K-7) distribution Network 839.29 Rm
299 299 Earth work in excavation for metallic road surface (average thickness of 40 cm) including the removal of road metal, boulders, and refilling the same properly and including restoration of road surface to its original condition, all complete as directed. 44700 sqm
300 300 Earth work in excavation in black topping road surfaced (average thickness of black topping 35 mm) including the removal of road, metal, boulders, and refilling the same properly and including restoration of road surface to its original condition (except black topping as the black topping to be done by the PWD on necessary payment) all complete as directed. 9635 sqm
301 301 Supplying, fitting, fixing of cast iron double flanged (CI/DF) sluice valve with hand wheel ( Class Pn-1.0) conforming to relevant BIS specification (with latest amendment , current at the time of execution), of any reputed make to the distribution pipe lines including supply, fitting, fixing of insertion sheets (gaskets), nuts and bolts with washers, etc. and including all taxes and duties, all complete as directed and specified 100 mm dia. 194 Each
302 302 Labour charge for carrying and laying in position Ductile Iron(DI) sluice valve (with wheel and cap) C.I. reflex valve complete with supplying bolts and nuts, 3mm thick rubber insertion sheet etc (the tail piece if required will be paid seperately), all complete as directed (one valve and two flanged joints) 100 mm dia 194 Each
303 303 Supplying, fitting, fixing of 100 mm dia cast iron double flanged acting scouring valve of any reputed make, to the 100 mm dia. DI pipe line including supply, fitting, fixing of insertion sheets (gaskets), nuts and bolts with washers, etc. and including all taxes and duties, all complete as directed and specified. 16 Each
304 304 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. \n(Category "A" " Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC) Fouress Engineers Pvt. Ltd., VAG)\nElectrically Operated & SCADA Compatible class PN 1.0\n300 mm dia. \n 1 Each
305 305 Coal dust filling in voids between Aerator steps in layers not more than 150mm thick including necessary carriage, ramming etc complete as directed and specified including payment of royalty, GST and other duties as may be necessary 11.15 Cum
306 306 Supplying, laying, jointing, testing and commissioning of D.I. / S.S. Inlet Pipe system providing all labour & equipment and including supply of required rubber rings for making the push-on joints, all complete as directed and specified. 1 Each
307 307 Providing, supplying and placing of water stopper in RCC wall. Base slab, cover slab, central shaft etc of water retaining structure to be made out og GI plain sheet not thionner thasn 22 SWG and of size 300mm wide, all complete as directed and specified. 395.19 Rm
308 308 Supplying, fitting, fixing of 400 mm dia C/DI Bell mouth type opening to aerator outlet at top of influent pipe system for preventing entry of any foreign object in to the inlet system, all complete , as directed and specified. 3 Each
309 309 Construction of brick masonry valve Chamber of size 1.0MX1.M in cement mortar 1:5 ( 1 cement: 5 coarse sand ), 100 mm thick RCC top slab with 1:2:4 mix (1 cement :2 coarse sand: 4 grade stone aggregate20 mm nominal size) with 10 mm dia tor steel @ 130c/c both ways (double jali), 100 mm thick foundation concrete 1:3:6 mix (1 cement :3 coarse sand: 4 grade stone aggregate40 mm nominal size) concrete, inside plastering 12mm thick with cement mortar 1:4 (1 cement: 4 course sand) finished with floating coat neat cement complete as per standard design and drawing as directed by the Engineers-In-Charge . 4 Each
310 310 Supplying, fitting, fixing of coarse screen cage made of MS bars to prevent any foreign object in to the inlet system, all complete , as directed and specified. 2 Each
311 311 Providing and fixing MS plate insert in concrete for receiving mechanical components etc in the lime and alumn tanks as per design and drawing, all complete, as directed and specified. 868.77 Kg
312 312 Providing, fitting, fixing 20mm sqx 400 mm long CI lugs embedded in concrete of sump wall to provide access to sump floor complete as specified and directed. 189 Each
313 313 Supplying, fitting and fixing of 80mm dia GI(M) air vent pipe for the sump of length 450mm and with flanges at both ends, one being embedded in concrete and the other fixed with the mosquito proof wire mesh ( the wire mesh being facing the floor of the sump) with necessary nuts & bolts etc, all complete as directed and specified. 8 Each
314 314 Providing fitting and fixing 600mm dia. C.I. Man hole cover and frame of 60 Kg. weight complete as directed and specified for backwash tank. 6 Each
315 315 Supplying, fitting, fixing of CI puddle flange in position for inlet, outlet and overflow arrangement in CWS including grouting etc, all complete as per design and as directed.
316 316 300 mm dia 1 each
317 317 250 mm dia 5 Each
318 318 Providing, Installation, Testing and Commissioning of ULTRASONIC LEVEL TRANSMITTER for Water Application : Principle : Time of Flight / Sensor MOC PP / Process Connection 1 1/2 inch BSP or 2 inch BSP Threaded type / Power Supply: 24 V DC / Output: 4-20mA / Display: Integral display for programming and Display Reading / IP 66
319 319 0 - 5 MTR 2 Each
320 320 0 - 8 MTR 2 Each
321 321 Supplying, fitting, fixing of CI puddle flange in position for inlet, outlet and overflow arrangement in CWS including grouting etc, all complete as per design and as directed.
322 322 200 mm dia 4 Each
323 323 300 mm dia 4 Each
324 324 Providing average 200 mm dia DI/DF inlet, outlet, over flow and wash water drain pipe arrangement for the elevated service reservoir, comprising of average 200mm dia DI/DF pipe, including providing all necessary DI specials viz, bend, reducer, socket etc & clamping devices of the piping system and including supplying of all necessary materials and labour, all completre as directed and specified. 183.4 Rm
325 325 Supplying, fitting, fixing of 450 mm dia. DI Puddle Flange in position for Inlet, Outlet and Overflow arrangement in Intake Well including Grouting etc. and all complete as per design and as directed. 2 each
326 326 Supplying, fitting and fixing of Lightening Arestor System at roof of the reservoir including Conductor strip and 2 nos. plate earth station etc all complete as directed and specified. 2 Each
327 327 N.S-2.L:Providing scafolding with jati/ Bholuka bamboo for holding the frame work in position with adequate rigidity to withstand wind load , working load, weight of structure till the completion of the structure as directed by the Board. Bamboo scafolding 2 Job
328 328 Providing average 300 mm dia DI/CF outlet for silt in the desilting chamber all completre as directed and specified. 20 Rm
329 329 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 \n The motor shall be 3- Ph. Induction motor of 1440 RPM (1500 syn) 415 Volts, AC supply, 50 Hz., TEFC body electrical motor suitable and synchronised for the pump in item no. 1 above, of reputed make and conforming to BIS specification including all taxes and duties as applicable, all complete as directed and specified ( Note: Contractor's has to furnish manufacturer's test certificate of the motor.\n(Category "A" " Make: Kirloskar Bros. Ltd.,/ Crompton Greaves/ Equivalent Branded Company approved by the department\n
330 330 Zone-I,Discharge 68 LPS and head 50 M 2 Each
331 331 Zone-II,Discharge 34 LPS and head 50 M 2 Each
332 332 Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum 4 Each
333 333 SITC of Variable Frequency Drives with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.
334 334 For Zone-I,75 KW 2 Each
335 335 Zone-II,45 KW 2 Each
336 336 Suction Pipes: Providing, laying, fitting, testing and comissioning of water suction pipe for clear water pump sets
337 337 Zone-I 1 Each
338 338 Zone-II 1 Each
339 339 Discharge PipesProviding, laying, fitting, testing and comissioning of water discharge pipe for clear water pump sets
340 340 Zone-I 1 Each
341 341 Zone-II 1 Each
342 342 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI Resilient Seated Dual Plate Check Valves in accordance with BS EN 12334 of following dia (including jointing and jointing material), including material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. \n(Category "A" - Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC),\nFouress Engineers Pvt. Ltd., VAG)\nPN 1.6 rating \n
343 343 300 mm dia 6 Each
344 344 450 mm dia. 2 Each
345 345 Providing, lowering, laying, aligning, fixing in position jointing in pipeline following dia D/F DI Plunger valve (Flow Control Valve) PN 1.6 class with electrical actuator suitable for SCADA compatibility complete (including jointing & jointing material) including all material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer.
346 346 200mm diameter 3 Each
347 347 300mm diameter 2 Each
348 348 Item: Ms Common Header 500 mm dia. X 2.0 long manifold type M.S. fabricated common header with 2 Nos. 200 mm dia., 300 mm long flanged inlets & one 300 mm dia., 400 mm long flanged outlet (barrel fabricated out of 10 mm thick plate & flanges fabricated out of 12 mm thick plate), for connecting delivery ends of both the clear water pump set at clear water pump house to one 250 mm dia. clear water riser main, including all necessary supporting structures, clamping devices, jointing materials etc. & including connecting & hooking up of the same with the raw water pumps & the riser main including all necessary appurtenances etc., all complete, as directed & specified. 1 Each
349 349 Supply, installation testing and commmisioning of 2.0 HP capacity electrically operated Vaccuum pump set with all necessary GI hardware for priming of the raw water pump sets along with electrical control unit ( Soft Starter) with protection devices against electrical fault, including all taxes and duties as applicable, all complete as directed and specified. 4 Each
350 350 Supply, laying, testing and commissioning of 3.5 core armoured electrica; copper cables of requisit size for connecting the starter of respective raw water pump sets and the vacuum pump with main receiving panel board of the Intake Station, including necessary copper end lugs, and including 4 pole electrical main switch of requisit current rating, all complete as directed and specified. 50 Rm
351 351 Supply, delivery and installation of all safety equipment as per IE rules, including all taxes and duties as applicable, all complete as directed and specified. \na) Rubber Matting 1m x 1m x 12 mm tk. - 3 Nos.\nb) Shock Treatment Chart - 2 Nos.\nc) Caution and danger Board- 2 Nos.\nd) 2 Nos. 2.5 m long Fibre discharge rod with copper clamp and wire, etc., complete as directed by the department engineers- 1 Set.\n 1 Job
352 352 Supplying, installation of GI PERFORATED cable tray on wall or from ceiling including necessary channel, nuts and bolts, washer etc. as required as directed and specified by the department. (LEGRAND/ AKG /STRUTFAST make). 1 Job
353 353 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. \n(Category "A" " Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC) Fouress Engineers Pvt. Ltd., VAG)\nElectrically Operated & SCADA Compatible class PN 1.6\n 300 mm dia. (PN 1.60 Class)\n 3 Each
354 354 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Double Air Valves 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. 80mm dia 6 Each
355 355 Construction of RCC 1.0mx1.0mx1.0m RCC Anchor/ Thrust Block with Grade M25 with 100mm thick cement concrete base of prop. 1:3:6 (1 cement : 3 coarse sand: 6 aggregates) over flat brick soling, finished with 15mm thick cement plastering on all exposed surfaces in prop. 1:4 (1 cement: 4 fine sand); reinforcement 10# @ 150mm c/c bothways on all faces including supply of all labour and materials, all complete as directed and specified. 4 Each
356 356 Construction of RCC Padestal for supporting pipe line in depresses areas, valley etc. of size 400 mm x 400 mm of Grade M20 single underreamed 5.0m piles with average 3.0m free standing pile portion with reinforcement 6 # 12 mm and 8mm dia stirrups @ 150 mm c/c all complete, as directed & specified. 245 Rm
357 357 Construction of Valve Chamber of inside measurement 1000mm x 1000mmx 1600mmhigh(1500mm below 300mm above GL) with 100mm thick cement concrete base of prop. 1:3:6 (1 cement : 3 coarse sand: 6 aggregates) over flat brick soling, 345mm thick brick wall in cement mortar in prop. 1:4 (1 cement: 4 fine sand) finished with 15mm thick cement plastering on complete inside walls and floor & upto 0.5m from top on outside walls in prop. 1:4 (1 cement: 4 fine sand); 150mm thick RCCPit cover in prop. 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 aggregate) with double layer reinforcing mesh of 16mm dia TMT bars @125 c/c bothways, including supply of all labour and materials, all complete as directed and specified. 4 Each
358 358 Restoration of road hard crust / side bam (repairing charges payable to PWD / local bodies, if any), including obtaining permission for laying of pipe line along / across any Govt. / Semi Govt./ Private property, and including payment of all Taxes & duties as applicable under rule, all complete, as directed and specified \n\n 9635 sqm
359 359 Pipe jack for Railway crossing with Jacking and Pushing method. The item include fabricating, supplying, pushing, jointing required diameter of 300mm dia and 250mm dia Mild Steel Carrier pipe ( min 20mm thick) of required length along with casing pipe as per specification of Railway Authority , construction of Receiving and Jacking pit with suitable shoring and strutting (if required), including installation of jacking platform, thrust resistant arrangement of required capacity including , hydraulic jacking with required accessories, required excavation inside the jacking pipe and disposal the same, etc. all complete as per drawing, specification and as directed 2 Job
360 360 Supplying, fabrication, installation, testing and commissioning of electrically operated agitator assembly for rapid mixing in circular flash mixer of 1.20m dia having liquid depth of 2.40m, comprising of below given components of approved make, viz Crompton/ Kriloskar/ GEC etc) and includding making necessary hole/cutting etc in the existing RCC/brick structure for installation of the pipe in line and level and making good the damages to its original condition after completion of work, all complete conforming to relevant BIS standard with up to date ammendments and as directed and specified.
361 361 Etectric motor 1HP at 40.120 rpm with starter reduction gear base frame s/s Agitators with impellar complete ( 1.SS 304 shaft\n2.SS turbine impeller\n3.Motor-2hp\n4.Base frame.\n5.Reduction gear- Redicon/Allenbury.\n6.Coupling,\n7. Housing,\n8.GM guide bush)\n 1 Each
362 362 Dozed inlet arrangement in high Rate Jet Floccuclarifier:
363 363 Supplying, installation, testing and commissioning of dozed water inlet assembly for the high rate water jetting system consisting of DI connection pipe, bends, tees and tappers etc complete in all respect as directed and specified. 1 Each
364 364 Supplying, installation, testing and commissioning of as inlet and outlet pipng arrangement with all appurtances viz, control valves, flow controller ect in the filter unit having 2 (two) nus. of beds of effective size of 4500mm x6500mmeach, for clarified water inlet, filtered water outlet, back wash waer inlet, rinse water outlet etc, all comprising of CI/DF pipes of assorted dia, sluice/ gate valves of appropriate size an pressure class with S/S long spindle of required length for manual operaton of the valve from working plateform, hand wheels, head stock fitted to working plaeform etc for controlling the flow operation; required CI/DI and/or plain ended bend, reducers, tee, tail piece and plug, puddle flanges etc, nuts, bolts, washers, rubber insertion sheet (gasket),lead, hem, etc as and where required for jointing of pipes, and including making necessary hole/ cutting etc i the existing RCC/brick structure for installation of piping & other appurtanances and making good the demages to it original condition after completion of work, all complete conforming to relevant BIS standard with up to date ammendments and a directed and specified. 1 Job
365 365 Under drainage system in the filter unit: Providing and fixing, testing and commissioning filter nozzles ( barrel type) @ 50 nos. per sq.m as in the falsh slab of filter bed as specified and directes 1 Job
366 366 Under drainage system in the sludge drying unit: Supplying, laying, jointing, testing and commissioning of DIDF pipe ( Clas K-9) having staggered 40 nos perforation @ 300mm c/c of 13mm dia to collect the waste water in the sludge chamber 300 mm dia. DIDF (Class, K-9) inlet pipe 1 Job
367 367 Wash water drain line:Supplying, fabrication, installation, testing and commissioning of cleaning arrangement of flash mixer, floccu clarifier and backwash waste water of filter beds comprising of 200 mm dia HDPE, making includding making necessary hole/cutting etc in the existing RCC/brick structure for installation of the pipe in line and level and making good the damages to its original condition after completion of work, all complete conforming to relevant BIS standard with up to date ammendments and as directed and specified. 1 Job
368 368 Rotary Air Blower: Supplying, installation, testing and commissioning of Twin type rotary air blower of reputed make comprising of following components and specification\nAir blower motor set complete with control panel wiring having the following capacity : 350 cfm\nPressure : 5 psig\nSpeed : 1200 RPM\nBHP : 10.8\nMotor Capacity, HP : 15\nType : Sq cage SPDP\nThe blowe shall meet the following specifications:\n1. Make = Kay International.\n2. Discharge = 350 cfm. At 0.35 kg/cm2\n3. Type = Twin Lobe\n4. The unit shall be complete in all respects with base frame.\n5. Pully belt\n6. Silencer\n7. NRV\n 1 set
369 369 Air Piping till rapid sand filter, Supplying , fittings and fixing inposition, testing and commissioning of 1st class ITC or similar approved GI pipes with all necessary "R" brand or similar approved GI fittings such as bend, elbow, tee, socket, reducers, nipples nd plug etc and full way G.M. valvees in the filter unit having 2 (two) nos. bed of effective size 4500mm x 6500mm each to serve as air feeder line from the air compressor to both the filter beds including connecting the same with the common air header pipes of under drainage sytem and including making necessary hole/cutting etc in the existing RCC/brick structure for installation of the pipe in line and level and making good the damages to its original condition after completion of work, all complete conforming to relevant BIS standard with up to date ammendments and a directed and specified. 1 Each
370 370 Filter water output controller: Providing, lowering, laying, aligning, fixing in position jointing in pipeline following dia D/F DI Plunger valve (Flow Control Valve) PN 1.0 class with electrical actuator suitable for SCADA compatibility complete (including jointing & jointing material) including all material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer. 200mm diameter 2 Each
371 371 Rate fow meter:Providing, Installation, Testing and Commissioning of Loss of Head Indicator in Filter Beds: Measuring Range: 0 - 3 metre / Field mounted Transmitter with LCD Display / Power Supply: 230 VAC / Output : 4-20mA with HART / IP66 / Sensor 0-3 metre / Principle Time of Flight / Housing PVDF / IP68 Protection: 0 - 3 metre 2 set
372 372 Providing removable inspection covers made of M.S. checkered plate over the control chambers for the filter unit having unit having 2 (two) be of effective size of 4500mm x 6500mm each including M.S. frame made of ISA 6060x6mm, M.S. hold fasts welded to the frame, M.S. but hinges etc fixing of the frame to the control chambers andand including making necessary hole/cutting etc in the existing RCC/brick structure for installation of the pipe in line and level and making good the damages to its original condition after completion of work, all complete conforming to relevant BIS standard with up to date ammendments and a directed and specified. 2 set
373 373 Chemical Dosing Facility: Chemical Dosing paddle complete with base frame for motor and Reduction Gear, coupling, bearing housing, GM bush guide bush, SS 304 shaft, SS 304 turbine type impeller, Motor, Reduction gear box with flexible coupling, bolts and nuts.\nChemical dosing arrangement with FRP constant head box, SS ball valve, Taper Valve, dosing scale all complete.\nTelescopic sludge bleeding arrangement with telescopic type 80 mm dia SS 304 pipe fitted with socket suitable for 80 NB GI pipe with CI trumpet pipe suitable for SS pipe, operating spindle, head stock, hand wheel, Gm nut all complete.\n 2 sets
374 374 Chlorine Dozer:\nProviding, Installation, Testing and Commissioning of CHLORINE ANALYSER for Water Application: Transmitter : Range: 0.05 to 20 ppm, Power Supply 230 VAC, Input: 2 Digital Sensors - one for chlorine and second for pH, Output: 4-20mA HART, IP66/67 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ Sensor range:0.05 to 20 mg/l \n0.05 -20 mg/l\n 1 sets
375 375 Back wash water riser main:Supplying, installation, testing and commissioning of required dia DI/DF and or DI/SS pipe of assorted size (as the case may be) conforming to relevant BIS standard with up to date ammendments); for connecting the nearby Back Wash Water tank with the Filter Unit for backwash provision with all necessaryDI specials viz bend, tee, reducers, puddle flange, collar, socket etc conforming to BIS standard (with upto date ammendments), sluice and / or gate valves of appropriate size an pessure class for controlling the flow of water, including necessary earth work in excavtion for laying the pipes under ground wherever necessary, dewatering, shuttering/shoring the pipe treches, return filling of surplus excavated earth after pipe laying by watering, ramming, construction of RCC/brick pedastals for supports for the wash pipe line and including necessary supply of all necessary nuts, bolts, washers, rubber gaskets, lead, hem etc as where required for jointing of pipes, specials and valves etc and includding making necessary hole/cutting etc in the existing RCC/brick structure for installation of the pipe in line and level and making good the damages to its original condition after completion of work, all complete conforming to relevant BIS standard with up to date ammendments and as directed and specified. 1 job
376 376 Conection and bypass piping arrangement in Treatment Plant:Supplying, laying and fitting , fixing , testing and commissioning of 200 mm dia as per drwaing DIDF pipe of assorted size (as the case may be) conforming to relevant BIS standard with up to date ammendments); for connecting the various system components of the treatment plant, viz, Aerator, Rapid Mixer, Floccuclarifier, Filter Unit and Clear water Sump including arrangement of bypassing the respective sytem components with all necessaryDI specials viz bend, tee, reducers, puddle flange, collar, socket etc conforming to BIS standard (with upto date ammendments), sluice and / or gate valves of appropriate size an pessure class for controlling the flow of water, including necessary earth work in excavtion for laying the pipes under ground wherever necessary, dewatering, shuttering/shoring the pipe treches, return filling of surplus excavated earth after pipe laying by watering, ramming, construction of RCC/brick pedastals for supports for the wash pipe line and including necessary supply of all necessary nuts, bolts, washers, rubber gaskets, lead, hem etc as where required for jointing of pipes,
377 377 specials and valves, hooking up of the pipe line at entry and exit of each system components of the plant (viz Aerator-Rapid Mixer- Floccuclarifier-Filter Unit-Clear Water Sump- Sludge Drying Chamber etc) and includding making necessary hole/cutting etc in the existing RCC/brick structure for installation of the pipe in line and level and making good the damages to its original condition after completion of work, all complete conforming to relevant BIS standard with up to date ammendments and as directed and specified. 1 set
378 378 Back Wash Pumping System:   Supply delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Non clog submersible pumping set of 2% Ni CI Cascading, Impeller CF 8M ,Shaft SS 410,mechanical seal with 10M Power & Control cable , 5M Galvanized Chain,,10M, 50mm MS galvanized Guide pipe, Duck FootBend, with Guide wire SS 304 etc. complete with all respect as per specification Discharge 30lps and head 11 to 15 M 1 Each
379 379 Delivery pipe:Supplying, fitting and fixing of required dia GI delivery pipe from outlet of the pump set to the inlet of the common header. 1 Job
380 380 Manifold type common header:200mm dia x 1.0m long manifold type (GI) fabricated common header with 2 nos. 80mm dia 300mm long flanged inlets and 1 no. 150 mm dia, 400mm long flanged outlet for connecting the delivery ends of all the 2 (two) backwash water pump set in clear water sump to one 150 mm dia back wash water riser main, including connecting and hooking up of the same ith the back wash water pumps, includding all necessay appurtenances etc, all complete as directed and specified. 1 Job
381 381 Level Indicator: Providing, Installation, Testing and Commissioning of ULTRASONIC LEVEL TRANSMITTER for Water Application : Principle : Time of Flight / Sensor MOC PP / Process Connection 1 1/2 inch BSP or 2 inch BSP Threaded type / Power Supply: 24 V DC / Output: 4-20mA / Display: Integral display for programming and Display Reading / IP 66 0 - 5 MTR 1 Each
382 382 RCC supports for manifold.:Construction of RCC Padestal for supporting the manifold type common header as listed above of size 00mmx400mmx 2500 mm average height (2000 mm below GL & average 500mm above GL of grade M25 with 100 mm thick cment cocrete base of prop.1:3:6(1 cement: 3 coarse sand:6 aggregate) over flat brick soling, finished with 15mm thick cement plastering on all exposed surfaces in prop 1:4 ( 1 cement:4 fine sand), rreinforcment 10mm dia 150mm c/c bothways at the base slab of size 1000mmx1000mm x 300mm. 8 nos 12 dia verticals in the padestal and sirups at 8dia-4 legged @ 50mm c/c (staggred) including supply of all labour and materials, all complete as directed and specified. 2 No
383 383 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. \n(Category "A" " Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC) Fouress Engineers Pvt. Ltd., VAG)\nElectrically Operated & SCADA Compatible class PN 1.0\n
384 384 150 mm dia. 27 Each
385 385 200 mm dia. 25 Each
386 386 250 mm dia. 12 Each
387 387 300 mm dia. 14 Each
388 388 350 mm dia. 2 Each
389 389 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Double Air Valves 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.
390 390 80mm dia 3 Each
391 391 50mm dia 40 Each
392 392 Construction of RCC Padestal for supporting pipe line in depresses areas, valley etc. of size 400 mm x 400 mm of Grade M20 single underreamed 5.0m piles with average 3.0m free standing pile portion with reinforcement 6 # 12 mm and 8mm dia stirrups @ 150 mm c/c all complete, as directed & specified. 178 Each
393 393 Construction of Valve Chamber of inside measurement 1000mm x 1000mmx 1600mmhigh(1500mm below 300mm above GL) with 100mm thick cement concrete base of prop. 1:3:6 (1 cement : 3 coarse sand: 6 aggregates) over flat brick soling, 345mm thick brick wall in cement mortar in prop. 1:4 (1 cement: 4 fine sand) finished with 15mm thick cement plastering on complete inside walls and floor & upto 0.5m from top on outside walls in prop. 1:4 (1 cement: 4 fine sand); 150mm thick RCCPit cover in prop. 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 aggregate) with double layer reinforcing mesh of 16mm dia TMT bars @125 c/c bothways, including supply of all labour and materials, all complete as directed and specified. 295 Each
394 394 Providing average 450 mm dia DI/DF inlet from the water tapping point to intake well\nSupplying of DIDF pipes (Class K-9)\n 450 mm dia \n 210 Rm
395 395 500 mm dia. X 2.0 long manifold type M.S. fabricated common header with 2 Nos. 200 mm dia., 300 mm long flanged inlets & one 300 mm dia., 400 mm long flanged outlet (barrel fabricated out of 10 mm thick plate & flanges fabricated out of 12 mm thick plate), for connecting delivery ends of both the clear water pump set at clear water pump house to one 250 mm dia. clear water riser main, including all necessary supporting structures, clamping devices, jointing materials etc. & including connecting & hooking up of the same with the raw water pumps & the riser main including all necessary appurtenances etc., all complete, as directed & specified. 1 Job
396 396 Construction of RCC Padestal for supporting pipe line in depresses areas, valley etc. of size 400 mm x 400 mm of Grade M20 single underreamed 5.0m piles with average 3.0m free standing pile portion with reinforcement 6 # 12 mm and 8mm dia stirrups @ 150 mm c/c all complete, as directed & specified.\nProviding cast in-situ manually driven reinforced cement concrete piles of using required grade of cement concrete of required bore-diameter, bulb diameter, lengths and with reinforcement as per specifications and drawings. Reinforcement to be measured and paid separately as per item no. 21.4.1 \n(A) SINGLE UNDER - REAMED PILE\nI) Concrete grade M20\nd) Pile dia 400 mm with 1000 mm bulb diameter\ni) 6.0 M pile\n 12 Rm
397 397 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. (Category "A" " Make: Kirloskar Bros\n(Category "A" " Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC) Fouress Engineers Pvt. Ltd., VAG)\nElectrically Operated & SCADA Compatible class PN 1.6\n250 mm dia\n 1 Each
398 398 Electrically Operated & SCADA Compatible class PN 10 of 300 mm dia 1 Each
399 399 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. (Category "A" " Make: Kirloskar B\n(Category "A" " Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC) Fouress Engineers Pvt. Ltd., VAG)\nElectrically Operated & SCADA Compatible class PN 1.6\n250 mm dia. (PN 1.60 Class)\n 4 Each
400 400 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI Resilient Seated Dual Plate Check Valves in accordance with BS EN 12334 of following dia (including jointing and jointing material), including material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. \n(Category "A" - Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC),\nFouress Engineers Pvt. Ltd., VAG)\nPN 1.6 rating \n150mm diameter\n 2 Each
401 401 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line CI Kinetic Double Air Valves as per IS:14845 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. \nCategory "A" Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd.) \n80 mm dia\n 32 Each
402 402 Construction of RCC 1.0mx1.0mx1.0m RCC Anchor/ Thrust Block with Grade M25 with 100mm thick cement concrete base of prop. 1:3:6 (1 cement : 3 coarse sand: 6 aggregates) over flat brick soling, finished with 15mm thick cement plastering on all exposed surfaces in prop. 1:4 (1 cement: 4 fine sand); reinforcement 10# @ 150mm c/c bothways on all faces including supply of all labour and materials, all complete as directed and specified. 35 Each
403 403 Construction of Valve Chamber of inside measurement 1000mm x 1000mmx 1600mmhigh(1500mm below 300mm above GL) with 100mm thick cement concrete base of prop. 1:3:6 (1 cement : 3 coarse sand: 6 aggregates) over flat brick soling, 345mm thick brick wall in cement mortar in prop. 1:4 (1 cement: 4 fine sand) finished with 15mm thick cement plastering on complete inside walls and floor & upto 0.5m from top on outside walls in prop. 1:4 (1 cement: 4 fine sand); 150mm thick RCCPit cover in prop. 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 aggregate) with double layer reinforcing mesh of 16mm dia TMT bars @125 c/c bothways, including supply of all labour and materials, all complete as directed and specified. 4 Each
404 404 Design, supply, fabrication, installation, testing and commissioning of cubicle type dust & vermin proof main receiving panel board for the Raw Water Intake Station, to be located in the utility cum operators room, with compartment wise hinged door for individual switch gear/ equipment, back side hinged inspection doors complete with neoprene gasket and fabricated from 16 SWG M.S. sheet duly painted with two coats of enamel paint of approved brand & shade over a coat of red lead printer complete with cable entry chamber with suitable size of brass cable glands, provision for 2 (two) nos. earth connection arrangement, and including internal wiring, etc., having provision for the following, all complete, as directed and specified.\na) Air circuit breaker of proper current rating (ACB), electrically operated draw out type S/C and O/L release as incoming-1 no.\nb) 4 strip tinned copper bus-bars of proper current rating along with support-1 set.\nc) Front operated on load change over switch (4 pole) of appropriate current rating-1 no.\nd) TPN FSU of proper current rating complete with HRC fuses as outgoing for the starter panel board of Raw Water Pumping sets- 3 nos. \n
405 405 e) TPN FSU of proper current rating complete with HRC fuses as outgoing for the starter of the vacuum pump of capacity 3.0/2.0 HP and control of lighting in the intake Station 1 no.of Raw Water Pumping sets- 3 nos. \nf) 63 Amps. TPN SFU complete with HRC fuses as outgoing as extra provision for welding etc. - 1 no.\ng) TPN SFU of proper current rating complete with HRC fuses as outgoing for CT operated energy meter- 1 no.\nh) Power factor meter- 1 no.\ni) Voltmeter ( of appropriate range)- 1 no. \nj) Ammeter ( of appropriate range) - 1 no.\nk) Selector switch for above meters- 2 nos.\nl) R-Y-B phase indication lamps.\nm) Any other essential item of required nos. Viz. Potential fuses with base, CT, 3 phase required KVAR (500V) capacitors, etc. as required.\n 1 Job
406 406 Supply, laying, testing and commissioning of 3.5 core armoured electrica; copper cables of requisit size for connecting the starter of respective raw water pump sets and the vacuum pump with main receiving panel board of the Intake Station, including necessary copper end lugs, and including 4 pole electrical main switch of requisit current rating, all complete as directed and specified. 150 Rm
407 407 Supplying, installation of GI PERFORATED cable tray on wall or from ceiling including necessary channel, nuts and bolts, washer, etc. as required as directed and specified by the department. (LEGRAND/ AKG/ STRUTFAST make). 2 Job
408 408 Providing earthing for all the electrical equipment installed in the clear water pump house including supply of all necessary aluminium earth strip, Copper plate earthing ( as specified at item no. 22.10 of APWD SoR) with copper connection conductor, etc., all complete including supply of all necessary materials and labour. 4 Job
409 409 Supply, delivery and installation of all safety equipment as per IE rules, including all taxes and duties as applicable, all complete as directed and specified. 2 Job
410 410 Providing beutification of the intake site including warning pole structure at the intake water inlet including repair and strengthening of approach steps and road upto the intake footh bridge 1 Job
411 411 SCADA WORKS
412 412 Supply, installation, testing and commissioning of SCADA for full auto control of the system, viz operation of raw water & clear water pumping system, treatment plant, etc comprising of\nDesign, manufacture, supply, installation, testing commissioning of indoor type PLC panel of size approx. 1100 mm X 800 mm X 2100mm (LBH) , fabricated out of min. 2 mm thick CRCA sheet complete with Operator Station (PC) including, necessary programming software for PLC & SCADA and comprising of all required accessories not limited to the following:\nProgrammable Logic Controller (PLC) with Dual redundant CPU, Power supply module for IO & Processor rack (Standard DC), Back up Interface/Expansion Module(BCM/BEM), Rack (Backplane) 10 slots for IO and Processor\nDI – 144 num\nDO – 88 num\nAI – 16 num\nAO – 8 num\nEthernet switch – 2 num\nMCB 10A DP – 1 num\nMCB4ADP – 2 num\nMCBSP2A – 8 num\n
413 413 MCB 1A DP – 15 num\n24 VDC Power Supply 10A – 1 num\nPush Buttons – 20 num\nSelector Switch – 10 num\nControl Relays – 100 num\nAnnunciator with 24 Windows NO to NC Type \nMicroprocessor Based, Window Size 75*42mm, 110VAC, with\nElectronic Hooter – 1 num\nControl Transformer – 1 num\nEmergency PB – 1 num\nPanel Cooling Fan – 1 num\nPanel Light with Door Switch – 1 num\nControl Indication Lamp – 20 num\nWiring + TB etc – 1 lot\nHardware – 1 lot\nHMI – 1 num\n 1 lot
414 414 Operator Station including, Core i5 processor, 8 GB DDR-3 RAM, 500 GB HDD, DVD RW Drive, RS-232/485 Ports, 1 Parallel Port, 4 nos. USB Port, 2x Ethernet Cards, Keyboard, optical mouse, 32'' monitor, Latest windows professional ver., etc.\nProgramming and troubleshooting software for HMI –OWS – 1 lot\nColour Printer A4, Lasejet – 1 num\nRTU complete with DI, DO, AI and modbus communication ports and power supply (24 V, DC) \n 1 Each
415 415 Programming and Troubleshooting software for RTU 1 Each
416 416 Panel Enclosure for RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem, UPS and having IP-42 Protection. Panels shall be self-fabricate type only 1 Each
417 417 Quad-band GSM/GPRS modem with Ethernet bridge/ router/ serial server (RS232/485) interface. 2 Each
418 418 Panel Enclosure for RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem, UPS and having IP-42 Protection. Panels shall be self-fabricate type only. 1 Each
419 419 Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank
420 420 2KVA 1 Each
421 421 5KVA 1 Each
422 422 SITC of cables for inter connection 1 Job
423 423 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 \nThe motor shall be 3- Ph. Induction motor of 1440 RPM (1500 syn) 415 Volts, AC supply, 50 Hz., TEFC body electrical motor suitable and synchronised for the pump in item no. 1 above, of reputed make and conforming to BIS specification including all taxes and duties as applicable, all complete as directed and specified ( Note: Contractor's has to furnish manufacturer's test certificate of the motor.\n(Category "A" " Make: Kirloskar Bros. Ltd.,/ Crompton Greaves/ Equivalent Branded Company approved by the department\n
424 424 Intake well: Discharge 68 LPS and head 20 M 2 Each
425 425 Pumping well: Discharge 34 LPS and head 120M 3 Each
426 426 Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum 5 Each
427 427 SITC of Variable Frequency Drives with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.
428 428 Intake Well :, 15 KW 2 Each
429 429 Pumping well: , 55 KW 3 Each
430 430 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI Resilient Seated Dual Plate Check Valves in accordance with BS EN 12334 of following dia (including jointing and jointing material), including material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. \n(Category "A" - Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC),\nFouress Engineers Pvt. Ltd., VAG)\nPN 1.6 rating \n
431 431 200mm dia 3 Each
432 432 300 mm dia 2 Each
433 433 Providing, lowering, laying, aligning, fixing in position jointing in pipeline following dia D/F DI Plunger valve (Flow Control Valve) PN 1.6 class with electrical actuator suitable for SCADA compatibility complete (including jointing & jointing material) including all material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer.
434 434 200mm diameter 3 Each
435 435 300mm diameter 2 Each
436 436 Suction Pipe:Providing, fitting, testing and commissioning of water suction and discharge hose heavy duty smooth bore conforming to Is 3549/1983 W/P 7Kgf/cm2\nSupply of all necessary adopters viz. flange, reducer/ enlarger, tee, etc. as required; rubber insertion sheet (gasket); Nuts & bolts with washers, etc. for jointing, fitting and fixing of the common headrers with the pumps and with the beginning end of the raw water pumping main. \nProviding, loweing, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1966 ( amended upto date) suitable for potable water at all level/ depth includding all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction for following size\n
437 437 Intake Well :: 300 mm dia 2 Each
438 438 Pumping well: 200 mm dia 3 Each
439 439 Delivery pipe: Providing, fitting, testing and commissioning of water suction and discharge hose heavy duty smooth bore conforming to Is 3549/1983 W/P 7Kgf/cm2\n Supply of all necessary adopters viz. flange, reducer/ enlarger, tee, etc. as required; rubber insertion sheet (gasket); Nuts & bolts with washers, etc. for jointing, fitting and fixing of the common headrers with the pumps and with the beginning end of the raw water pumping main. \n
440 440 Intake Well ::300 mm dia 2 Each
441 441 Pumping well: :200 mm dia 3 Each
442 442 Profiding and fixing 400mm dia 2.0m long common header in the pumping well complete in all respect 1 Each
443 443 Supply, installation testing and commmisioning of 2.0 HP capacity electrically operated Vaccuum pump set with all necessary GI hardware for priming of the raw water pump sets along with electrical control unit ( Soft Starter) with protection devices against electrical fault, including all taxes and duties as applicable, all complete as directed and specified. 5 Each
444 444 Design, supply, fabrication, installation, testing and commissioning of cubicle type dust & vermin proof main receiving panel board for the Raw Water Intake Statio, to be located in the utility cum operators room, with compartment wise hinged door for individual switch gear/ equipment, back side hinged inspection doors complete with neoprene gasket and fabricated from 16 SWG M.S. sheet duly painted with two coats of enamel paint of approved brand & shade over a coat of red lead printer complete with cable entry chamber with suitable size of brass cable glands, provision for 2 (two) nos. earth connection arrangement, and including internal wiring, etc., having provision for the following, all complete, as directed and specified.\na) Air circuit breaker of proper current rating (ACB), electrically operated draw out type S/C and O/L release as incoming-1 no.\nb) 4 strip tinned copper bus-bars of proper current rating along with support-1 set.\nc) Front operated on load change over switch (4 pole) of appropriate current rating-1 no.\nd) TPN FSU of proper current rating complete with HRC fuses as outgoing for the starter panel board of Raw Water Pumping sets- 3 nos.
445 445 \ne) TPN FSU of proper current rating complete with HRC fuses as outgoing for the starter of the vacuum pump of capacity 3.0/2.0 HP and control of lighting in the intake Station (including the Barge) - 1 no.of Raw Water Pumping sets- 3 nos. \nf) 63 Amps. TPN SFU complete with HRC fuses as outgoing as extra provision for welding etc. - 1 no.\ng) TPN SFU of proper current rating complete with HRC fuses as outgoing for CT operated energy meter- 1 no.\nh) Power factor meter- 1 no.\ni) Voltmeter ( of appropriate range)- 1 no. \nj) Ammeter ( of appropriate range) - 1 no.\nk) Selector switch for abpove meters- 2 nos.\nl) R-Y-B phase indication lamps.\nm) Any other essential item of required nos. Viz. Potential fuses with base, CT, 3 phase required KVAR (500V) capacitors, etc. as required.\n 1 Job
446 446 Supplying and installation of 500 litres capacity roto moulded HDPE cylindrical vertical closed top tank of approved make for storing water for priming of the raw water pumps including M.S. Staging of 1.5 m height properly painted; necessary inlet & outlet arrangement; connecting and hooking up of the same with the pumps with 1st class ITC or similar approved GI pipes, gun metal valves, etc., including all taxes and duties as applicable, all complete as directed and specified. 2 Job
447 447 Supply, laying, testing and commissioning of 3.5 core armoured electrica; copper cables of requisit size for connecting the starter of respective raw water pump sets and the vacuum pump with main receiving panel board of the Intake Station, including necessary copper end lugs, and including 4 pole electrical main switch of requisit current rating, all complete as directed and specified. 100 Rm
448 448 Supplying, installation of GI PERFORATED cable tray on wall or from ceiling including necessary channel, nuts and bolts, washer, etc. as required as directed and specified by the department. (LEGRAND/ AKG/ STRUTFAST make). 1 Job
449 449 Providing earthing for all the electrical equipment installed in the clear water pump house including supply of all necessary aluminium earth strip, Copper plate earthing ( as specified at item no. 22.10 of APWD SoR) with copper connection conductor, etc., all complete including supply of all necessary materials and labour. 2 Job
450 450 Supply, delivery and installation of all safety equipment as per IE rules, including all taxes and duties as applicable, all complete as directed and specified. \na) Rubber Matting 1m x 1m x 12 mm tk. - 3 Nos.\nb) Shock Treatment Chart - 2 Nos.\nc) Caution and danger Board- 2 Nos.\nd) 2 Nos. 2.5 m long Fibre discharge rod with copper clamp and wire, etc., complete as directed by the department engineers- 1 Set.\n 1 Job
451 451 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. (Category "A" " Make: Kirloskar B\n(Category "A" " Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC) Fouress Engineers Pvt. Ltd., VAG)\nElectrically Operated & SCADA Compatible class PN 1.6 450 mm dia. (PN 1.60 Class)\n 2 Each
452 452 Providing electrical power connection to treatment Plant site including drawal of 800.00 RM Long electrical power line with plastic tie of required size for tieing the AB cables from the nearby APDCL Grid, setting up of 315 KVA capacity Sub-Station, providing electrical control panel & metering unit etc. and including obtaining necessary approval & load sanction from APDCL and payment of supervision & other charges to APDCL, if any, all complete, as specified & directed. (Approximate power requirement at Treatment Plant : 315.0 KVA) 1 Job
453 453 Providing electrical power connection to Intake site including drawal of 160.00 RM Long electrical power line from the nearby APDCL Grid, setting up of 315 KVA capacity Sub-Station, providing electrical control panel & metering unit etc. and including obtaining necessary approval & load sanction from APDCL and payment of supervision & other charges to APDCL, if any, all complete, as specified & directed. (Approximate power requirement at Intake Site : 315.0 KVA) 1 Job
454 454 OPERATION AND MAINTENANCE FOR 6 MONTHS
455 455 At TP Site -Pump Operator- 5 nos, Khalasi cum Watchman-5 nos, Casual Labour 10 nos. At Intake Site Pump Operator-3 nos, Khalasi cum Watchman-3 nos. and SCADA Operator 1 no, Computer Operator 1 no. (Contractual) 6 Month
456 456 Electrical Energy in KWH 529200 KWH
457 457 Chemical & Clorination 6 Month
458 458 Fuel for Captive Power Generator in Litre 2700 Litre
459 459 Repairing works. 6 Month
460 460 House Service Connection
461 461 Earth work in excavation in black toping road surface (average thickness of black toping 35mm) including the removal of road metal, boulders and refilling the same properly and restore the road surface to its original condition (except black toping as the black toping to be done by the PWD on necessary payment all complete as directed.
462 462 i) 15 mm dia 78.7725 M2
463 463 ii) 20 mm dia 0.10125 M2
464 464 Earth work in excavation for metallic road surface (average thickness of 40 cm) including the removal of road metal, boulders and including restoration of road surface original condition all complete as directed.
465 465 i) 15 mm dia 78.7725 M2
466 466 ii) 20 mm dia 0.10125 M2
467 467 Earth in excavation in foundation trenches including refilling the quantity as necessary after completion of works of pipe line dressing, ramming, watering etc. and removal of surplus earth with 50 M lead and lift up to 1.5 M all complete as directed including boiling out water where necessary. b) Bastic land, tillah soil, hard soil, mixed with moram gravel and boulder up to one man size.
468 468 i) 15 mm dia 90.5884 M3
469 469 ii) 20 mm dia 0.116437 M3
470 470 Labour charge for making bore hole horizontally across road or embankment for crossing distribution pipe line including fitting fixing of GI casing pipe of required dia excluding the cost of pipe all complete as directed by the deptt.
471 471 i) 15 mm dia 23340 Mtr.
472 472 ii) 20 mm dia 30 Mtr.
473 473 Labour charge for carrying and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls etc (internal work) all complete as directed.
474 474 i) 15 mm dia 23340 Mtr.
475 475 ii) 20 mm dia 30 Mtr.
476 476 Labour charge for carrying, fitting and fixing & fixing CI Saddle piece including boring the main all complete as directed.
477 477 i) 100 mm dia 3895 Each
478 478 Labour caharge for carrying, fitting and fixing brass ferule cock including boring and tapping the main and supplying jointing materials all complete as directed.
479 479 i) 15 mm dia 3890 Each
480 480 ii) 20 mm dia 5 Each
481 481 Labour charge for carrying , fitting and fixing water meter in GI pipe line including cutting and threading the pipe and making long screw etc. all compklete as directed (cost of water meter and stop cock to be paid separately)
482 482 All dia 3895 Each
483 483 Supply of Galvanized Iron(GI) Pipe as per the IS specification conforming to IS-1239(pt-I), 1990
484 484 i) 15 mm dia 23340 Rm
485 485 ii) 20 mm dia 30 Rm
486 486 Supply of Cast iron saddle piece conforming to Indian standard specification for water service for the dia of pipe
487 487 i) 100 mm diaX 15 mm thick 3895 Set
488 488 Supply of Brass ferrule for water service connection as per India Standar IS: 2692 for the following dia of size
489 489 i) 15 mm dia 3890 Each
490 490 ii) 20 mm dia 5 Each
491 491 Supplying and devilary of resilient seated Ductile Iron Horizontal Non -Return Valves conforming to IS:5312/2004 and PN 1.6 with up to date amendments to DI water distribution pipe line including supply, fitting fixing of insertion sheets (gaskets), nuts and bolts with washers, etc. all complete as directed and specified.
492 492 i) 15 mm dia 3900 Each
493 493 ii) 20 mm dia 5 Each
494 494 Providing, installing and giving satisfactory field testing of water meter (domestic type) with ISI mark as per IS 779/1994 , horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering, complete with couplings at both ends and conforming to class A as per IS 779/1994 (VI Revision) with ISI mark along with manufacturer's test certificate and guarantee certificate, with one years warranty, including cost of all materials, as per specification
495 495 i) 15 mm dia 3900 Each
496 496 ii) 20 mm dia 5 Each
497 497 Supply of rubber gasket 4.00 mm thick in quality and in conform to IS: 5382/1985. The PCD and flange hole dimension should conform to IS 1538/1993 and gasket should be suitable for making flanged joint. 17527.5 Kg
498 498 Supply of full Thread Nuts & Bolt suitable for DI pipe fitting and specials 5771 Kg
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