Zilla Parishad-ZP has published Installation Of Submersible Tubewell With Overhead Tank At Dag-422 Khatian- 266 Mouza-Deuli Sultan. Submission Date for this Tender is 29-01-2021. Tube Well Tenders in Bishnupur-II West Bengal. Bidders can get complete Tender details and download the document.
Name of Work: Installation of sub mursable tubewell with overhead tank at dag-422 khatian- 266 mouza-deuli sultan | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Supply & Installation of tube well with submersible pump Work | BI01010001010000000000000515BI0100001112 | ||
2 | 1.01 | 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. (a) For depth upto 150 metre. (d) For depth upto 150 metre for 50 mm dia. tube well with top nlargement of 100 mm dia. (ii) 100 mm dia. boring etc. top enlargement | BI01010001010000000000000515BI0100001113 | 36 | Mtr |
3 | 1.02 | (i) 50 mm dia. boring etc. | BI01010001010000000000000515BI0100001114 | 114 | Mtr |
4 | 1.03 | (f) For depth more than 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. | BI01010001010000000000000515BI0100001115 | 156 | Mtr |
5 | 1.04 | Supplying G.I. pipe strainer with brass net & jacketted of approved quality. (Heavy Type) (ii) 50 mm dia. | 16 | Mtr | |
6 | 1.05 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (ii) 50 mm dia. | 1 | each | |
7 | 1.06 | Supplying, fitting and fixing plug of approved make conforming to I.S. specifications. (ii) 50 mm | 1 | each | |
8 | 1.07 | Supply of G. I. pipes of TATA make including necessary sockets\n(i) 100 mm dia. (i) Medium quality | 36 | Mtr | |
9 | 1.08 | (f) 50 mm dia. (ii) Medium quality | 248 | Mtr | |
10 | 1.09 | Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. | 1 | each | |
11 | 1.1 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete. | 8.481 | cum | |
12 | 1.11 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. | 1 | LS | |
13 | 1.12 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required | 2 | day | |
14 | 1.13 | Supply of G.I. reducing socket with I.S.I. mark. (vii) 100 mm | 1 | no | |
15 | 1.14 | 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 and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. | 12.615 | cum | |
16 | 1.15 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) \n | 3.2 | cum | |
17 | 1.16 | 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) (a) With earth obtained from excavation of foundation | 2.52 | cum | |
18 | 1.17 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 14.26 | sqm | |
19 | 1.18 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.(a) Pakur Variety | 1.426 | cum | |
20 | 1.19 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth | 2.14 | cum | |
21 | 1.2 | Brick work with 1st class bricks in cement mortar (1:6) \n (b) In superstructure, ground floor | 5.66 | cum | |
22 | 1.21 | Labour for Chipping of concrete surface before taking up Plastering work. | 29.06 | sqm | |
23 | 1.22 | 25 mm. thick damp proof with cement concrete (1:1.5:3) (with graded stone aggregate 10 mm. normal size) and painting the top surface with a coat of bitumen [VG.40 ] using 1.7 kg. per sq.m. including heating the bitumen and cost and carriage of all materials complete. [Bitument to be supplied by the\nAgency] | 2 | sqm | |
24 | 1.23 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. i) Pakur Variety | 6.2 | cum | |
25 | 1.24 | 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 (a) For works in foundation and upto roof of ground floor/upto 4 m .II. for SAIL/ TATA/RINL | 0.827 | M.T. | |
26 | 1.25 | 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. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 35 mm. thick | 6 | sqm | |
27 | 1.26 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 54.39 | sqm | |
28 | 1.27 | 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 (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (b) 20 mm thick plaster in side | 53.85 | sqm | |
29 | 1.28 | 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 (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster for out side | 20.18 | sqm | |
30 | 1.29 | (ii)(c) 10 mm thick plaster (1:4) inside roof | 11.56 | sqm | |
31 | 1.3 | a) M.S.or W.I. Ornamental grill of approved design joints\ncontinuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor (ii) Grill weighing above 16 Kg./sq.mtr and above | 0.924 | Qntl. | |
32 | 1.31 | a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | 4.2 | sqm | |
33 | 1.32 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | 53.85 | sqm | |
34 | 1.33 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : | |||
35 | 1.34 | (a) On timber surface :(ii) Two coats (white in shade) | 31.74 | sqm | |
36 | 1.35 | (b) On steel or other metal surface : ii) Two coats (white in shade) | 4.2 | sqm | |
37 | 1.36 | Neat cement punning about 1.5mm thick in wall, dado, window\nsill, floor etc.\n | 7.2 | sqm | |
38 | 1.37 | Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor(b) With 0.63 mm thick sheet Sq.M | 31.74 | sqm | |
39 | 1.38 | Galvanised Iron pipe outlet for water with bevelled end at outlet, supplied fitted and fixed complete including painting two coats to the exposed portion.(d) 50 mm. Dia. | 53.85 | sqm | |
40 | 1.39 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(c) 1500 litre capacity | 2 | each | |
41 | 1.4 | Supplying, fitting and fixing bib cock or stop cock.\n(a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand). | 6 | each | |
42 | 1.41 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(v) 40 mm dia | 1 | each | |
43 | 1.42 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket,reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)\n(A) For Exposed Work(ii) 15 mm dia. medium quality | 4 | mtr | |
44 | 1.43 | (A) For Exposed Work(ii) 25 mm dia. medium quality | 8 | mtr | |
45 | 1.44 | (A) For Exposed Work(ii) 40 mm dia. medium quality | 8 | mtr | |
46 | 1.45 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete\nstructures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) completeA) UPVC Pipes:\n(i) 75 mm. Dia. | 4 | mtr | |
47 | 1.46 | 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.\n(B) Wall\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. \n(a) Area of each tile upto 0.09 Sq.m\n(i) Coloured decorative | 7.48 | sqm | |
48 | 1.47 | Add Electrical works | 1 | item | |
49 | 1.48 | Add 12% GST | 1 | item | |
50 | 1.49 | Add 1% L&W cess | 1 | item |
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