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Construction Of Iorn Removal Plant 3 Nos For Drinking Water Within Mathabhanga Ii Ps, COOCH BEHAR-West Bengal

Zilla Parishad-ZP has published Construction Of Iorn Removal Plant 3 Nos For Drinking Water Within Mathabhanga Ii Ps. Submission Date for this Tender is 06-11-2020. Iron removal Plant Tenders in COOCH BEHAR West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

25753005
Construction Of Iorn Removal Plant 3 Nos For Drinking Water Within Mathabhanga Ii Ps
Open Tender
Indian
West Bengal
COOCH BEHAR
06-11-2020

Tender Details

Construction Of Iorn Removal Plant 3 Nos For Drinking Water Within Mathabhanga Ii Ps

Key Value

Document Fees
Refer document
EMD
INR 83809.0 /-
Tender Value
INR 41.90 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF IORN REMOVAL PLANT (3 NOS.) FOR DRINKING WATER WITHIN MATHABHANGA-II PS AREA. I) UNISHBISHA HIGH ROAD CHOWPATHI, UNISHBISHA GP. II) LATAPOTA MOKRA BARMAN MSK, LATAPOTA GP. III) NISHIGANJ NATUN BAZAR, NISHIGANJ-I GP.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing andramming the bottom, bailing out water as required complete. \nDepth of excavation not exceeding to 1500mm. 34.2 cum
2 2.01 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). With earth obtained from excavation of foundation. 6.84 cum
3 2.02 With carried earth arranged by the contractor\nwithin a radius of 1 km. including cost of carried\nearth. 16.089 cum
4 3 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 64.194 sqm
5 4 Cement concrete with 30 mm down graded shingles\nexcluding shuttering. In ground floor 1:3:6 proportion 4.815 cum
6 5 Brick work with 1st class bricks in cement mortar (1:6). In foundation and plinth 7.83 cum
7 6.01 Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding\nshuttering and reinforcement,if any, in gound floor\nas per relevant IS codes. \nGround Floor 21.675 cum
8 6.02 First Floor. 10.899 cum
9 7.01 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction\nTATA/SAIL/RINL 2.553 M.T
10 7.02 First Floor. 1.284 M.T
11 8.01 Hire and labour charges for shuttering with\ncentering and necessary staging upto 4 m using\napproved stout props and thick hard wood planks\nof approved thickness with required bracing for\nconcrete slabs, beams and columns, lintels curved\nor straight including fitting, fixing and striking out\nafter completion of works (upto roof of ground floor). 25 mm to 30 mm shuttering without staging in foundation. 50.64 sqm
12 8.02 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. (ground Floor) 135.039 sqm
13 8.03 First Floor. 111.639 sqm
14 9.01 125mm thick Brick work with 1st class bricks in cement mortar (4:1) in Ground floor 70.92 sqm
15 9.02 First Floor. 36 sqm
16 10.01 Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (First floor).[Excluding cost of chipping over concrete surface] With 1:6 cement mortar 20 mm thick plaster Ground floor 101.52 sqm
17 10.02 First Floor. 36 sqm
18 10.03 With 6:1 cement mortar. 15mm thick plaster Ground floor 78.12 sqm
19 10.04 First Floor. 36 sqm
20 10.05 With 4:1 cement mortar 10 mm thick plaster. Ground floor 96.09 sqm
21 10.06 First Floor. 92.49 sqm
22 11 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. Ground floor 234 sqm
23 12 Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :\nTwo coats (on new works only).\nOther than yellow, pink. 410.76 Sqm
24 13 Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.\nIn ground floor. (20mm thick)\n3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). 26.82 sqm
25 14 Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame Sal: Siliguri 0.306 cum
26 15 Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) 40mm X 6mm, above 170mm upto 250mm Length. 60 nos
27 16.01 Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. 100mm. X 58mm. X 1.90mm. 36 nos
28 16.02 75mm. X 40mm. X 1.12mm. 24 nos
29 17.01 Iron socket bolt of approved quality fitted and fixed complete. 150mm long x 10mm dia bolt. 12 nos
30 17.02 Iron socket bolt of approved quality fitted and fixed complete. 225mm long x 10mm dia bolt. 6 nos
31 18 Iron catch hook of approved quality fitted and fixed to shutter and chowkat.\n6mm dia x 225mm long. 6 nos
32 19 Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.\n300mm long 6 nos
33 20.01 Iron door ring of approved quality fitted and fixed with nut and washer complete.\n75mm dia. 24 nos
34 20.02 50 mm dia. 24 nos
35 21 Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:\nWith round base:\n150 mm grip x 10 mm dia rod. 18 nos
36 22 Z-batten shutters of door and window as per design havings tongued and groove-half lap jointed as per direction of the Engineer-in-Charge including fitting and fixing shutter in position, but excluding the cost of hinges and other fittings in ground floor.\nShutter with 25mm thick planks, 19mm thick battens.\nSishu, Gamar, Champ, Badam, Bhola, Morga, Hallak. 11.58 sqm
37 23 M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. 1005.12 kg
38 24.01 Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).\nPVC Pipes (Dia)\n80 mm 126 m
39 24.02 150 mm 72 m
40 24.03 PVC socket\n150 mm 9 each
41 24.04 80 mm 51 each
42 24.05 PVC reducing socket\n150 x 80 3 each
43 24.06 80 X 50 18 each
44 24.07 50 X 25 15 each
45 24.08 PVC Threaded End Cap\n150 mm dia 3 each
46 24.09 80 mm dia 12 each
47 24.1 Elbow\n15mm dia 60 each
48 24.11 Long Bend (90 Degree)\n80 mm dia 12 each
49 24.12 Tee (Dia)\n80 mm dia 9 each
50 24.13 Nipple (200 mm long)(Dia)\n15 mm dia 30 each
51 25 Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.\n75 mm 3 NOS
52 26 Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications.\n40 mm dia. 10.98 m
53 27 Supplying, fitting and fixing popular Maya pump no-6 or similar\nFor 40 mm dia. tube well 3 NOS
54 28.01 Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. For depth upto 150 metre for 80 mm dia. Tube well with top enlargement of 150 mm dia. 80 mm dia. boring etc 193.86 m
55 28.02 150 mm dia. boring etc. top enlargement 73.14 m
56 29 Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete. 15 cum
57 30 Supply & installation of solar submersible pump as follows\ni) 1 H.P. solar submersible pump - 1 nos\nii) 1 H.P. MPPT pump controller -1 nos\niii)300w (144 cell) solar panel pv- 3 nos\niv) 5000 litre tank holding structure with ladder stand post, foundation bolt\nv) cable & Accesorries\nvi) Pipes & fitting ( Makes- Amrut, Havells, Crompton) 3 nos
58 31 Supply of Iron removal and Water Softening Plant of\ncapacity 1M3/hr. ) : Multi Graded Filter, Activated\nCarbon Filter , SOFTENER\n(i) Vessel FRP 13 54 -2 nos .ii) MPV 25 NB /\nTop mounted. - 2 nos ii) Distribution System.-ABS\n3 set\niv) Media:- a) T/S Screened and, Gravels, Silex\nActivated carbon- 1 lot. c) ION EXCHANGE RESIN 100 ltr\nv) Pressure gauge:- Dial type. 01 nos 3 nos
59 32.01 Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)\n15 mm dia 60 m
60 32.02 25 mm dia 30 m
61 32.03 50 mm dia 480 m
62 32.04 80 mm dia 1713 m
63 33 Supplying, fitting and fixing brass ferrule including connection with P.V.C. pipe of approved make upto 450 mm long with plumbing joint,brass over C.P. coupling at both ends, with cap and lining complete in all respect, including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge. \n25 mm dia. 12 nos
64 34 Solvent Cement\n250 Gm. 60 NOS
65 35 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer\n1500 litre capacity 6 nos
66 36 Supplying, fitting and fixing push cock of heavy quality and of approved make and brand.\nCast iron\n15 mm 30 nos
67 37 Supply of G. I. pipes of TATA make including necessary sockets\n15 mm dia.\n Medium quality 45 m
68 38.01 C.I. sluice valve with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting, manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete.\n50mm 3 nos
69 38.02 80 mm dia 3 NOS
70 39 Sluice valve chamber with C.I. heavy cover with locking arrangement, (weight not less than 25 kg) (size of chamber 450 mm X 600 mm inside upto 900 mm depth) 250 mm thick cement brick walls (6:1), 150 mm thick cement concrete (6:3:1) bed with stone chips, 20 mm thick cement plaster (6:1) for inside wall and 15 mm thick cement plaster (4:1) for outer walls including rounding corners. 3 m
71 40.01 Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).\n80 mm dia 3 nos
72 40.02 50 mm dia 3 NOS
73 41.01 Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.\nWall \nWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. \nArea of each tile upto 0.09 Sq.m \nColoured decorative 12.96 sqm
74 41.02 Floor\nWith Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @\n0.20kg/Sq.m.\n Area of each tile upto 0.09 Sq.m\nColoured decorative 14.58 sqm
75 42 Construction of street stand post 150mm x 150mmx 1200mm size with 900mm x 900mm size platform with drain. 36 NOS
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