Water Resources Development Directorate Tender
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Water Resources Development Directorate - WRDD Tender
Eprocure
Opening Date29 Feb 2020
Closing Date14 Mar 2020
Tender Amount₹ 4,36,414
Costs
EMD
₹ 8,733Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Nit No. 10/19-20/ Core-alp(pdw)jal(ai)div/6 Digging And Installation Of 2 Nos Solar Powered 1500 Mm Dia Pump Dug Well Including Construction Of Pump House Under Core Sector Programme At Barobisha Vi Of Barobishamouza Of Volkabarobisha I Gp In Kum
Description
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Contact
Tender Id
2020_WRDD_275953_6Bid Award Id
ViewTender No
NIT NO. 10/19-20/ CORE-ALP(PDW)JAL(AI)DIVTender Authority
Water Resources Development Directorate ViewPurchaser Address
-Website
http://wbwridd.gov.in
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Documents
BOQ Items
(c) Extra rock cutting over the corresponding rate for digging for the respective internal diameter of the well will be allowed on the different stage of depth.
ii) 100 % extra in Laterite rock or sand stone cutting with chisel and jumpers, but not requiring blasting.
a) Up to 3 m below ground level
6
-
1268
b) beyond 3 m up to 6 m below ground level
6
-
1316
c) beyond 6 m up to 9 m below ground level
6
-
1384
Supply and transportation of precast reinforced cement concrete ring [1500 mm internal dia, 100 mm thick and 250 mm hight ] with necessary reinforcement including shuttering, curring etc. and carrying it to the site and also including the cost of all labours for fitted and fixed in position after proper curing true to plumb in the well including jointing with cement morter 1:2 complete as per direction. NB: Length of rings to be supplied depend on, subject to availability of zone and as per requirements for finishing the work, any damage of ring made during the lowring is to be compasated by the contractor. 1.2 metre. of ring to be fitted above G.L. as per direction of Engineer-in- charge.
82
-
1863
Washing and development by pumping with 30 cum per hour capacity pump for a period till sand free water comes out and the discharge is about 30 cum per hour, followed by final yield test; inclusive of all tools, plants and scaffolding and hire charge of centrifugal pump set and other fittings as necessary all complete.
2
-
1574.73
Supplying 80 mm dia. G.!. Tail Piece suitable for connecting Hose Pipe with Pendent Tee and suction side of pump.
2
-
99.01
Supplying 80 mm dia. P.V.C. Hose Pipe of approve make and brand.
18
-
136.73
Supplying 80 mm dia. Heavy type Hose clamp.
4
-
14.14
Supplying, fitting and fixing an transportation of 80 mm NB CI swing type IS: 4038/86 certification mark screwed end foot valve .
2
-
1446
Supply and transportation of 65 mm dia (Medium Quality) 90 degree G.I. Delivery bend and 65 mm dia G.I. Tail piece including fitting fixing in proper position as per direction of E.I.C.
2
-
193
PUMP HOUSE Earth work in excavation of foundation trenches or drains, in all sorts of soil (inclu- ding mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoil within a lead of 75 m as directed. The item includes necess-ary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1500 mm.
10.68
-
11927
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. a) With earth obtained from excavation of foundation.
2.136
-
7754
Filling in foundation or plinth by Fine sand in layers not eceeding 150 mm as directed and consolidating same by thorough saturation with water ramming complete including the cost of supply of sand.
2.714
-
52107
Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
18.196
-
324
II) Cement concrete with 30 mm down graded shingles excluding shuttering.
N.B. Variety
(a) 1:3:6 proportion
1.364
-
3393
Ordinary Cement concrete( mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant of IS codes. a) River Bazree.
2.816
-
4745
Hire and labour charges for shuttering with centreing and necessary staging upto 4 metre 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.
27.956
-
328
Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter section complete as per drawing and direction including cost of wire upto 1st floor level.
Considering Steel required 0.8% of R.C.C work.
0.21
-
73743
Brick work with 1st Class Bricks in cement mortar (1 : 4) (a) Foundation & Plinth
9.188
-
5172
(b) In superstructure ground floor.
1.19
-
5395
12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete.
29.572
-
674
25 mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) with graded stone agregate 10 mm nominal size and admixture of water proofing compound.
2.012
-
269
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course as necessary at ground floor.
(A) with (1:4) cement mortar.
(i) 20 mm. thick plaster.(1:4) (Inside wall of Room, Gravel chamber etc.)
39.864
-
181
(ii) 15 mm. thick plaster. (Outside wall of Room, Steps etc.)
58.344
-
157
(B) with (1:4) cement mortar.
(i) 10 mm. thick plaster. (Ceiling, Sunshade, R.C.C Column etc.)
20.704
-
126
Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete.
(A) Inside of Room, Gravel Chamber etc.
29.926
-
34
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 allcomplete 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
6.93
-
330
M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
1.34
-
7693
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand
papering etc. . B) On Steel or other Metal surface
7.722
-
29
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 :
(b) On Steel or other metal surface. With super gloss (hi-gloss). Two coat (with any shade except white
7.722
-
77
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.
57.22
-
49
Distemperring to interior walls or ceillings including cleaning , washing smoothening surface.
(a) Two coats in Ground Floor
43.978
-
49
Supplying, fitting and fixing of Display Board by 1.5 MM thick M.S. Sheet (Size 1.0 M X 0.75M) fitted and fixed on Two Nos. G.I. pipes ( 40 mm dia, 2.00 M height) of TATA make with all necessary accessories, specials viz. 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. The G.I. Pipe should be embedded in G.L. not below 0.60 m depth and fixed into the conc. (1:2:4) Foundation ( two nos. 300 mm x300mm x300mm each). Engraving or writing the matter (Supplied by the office) on signboard with synthetic enamel paint (background color of the board should be yellow and writing should be black color) by the Artist.
2
-
3571.43
Additional cost of carriage of constructional materials for construction of one L.D.T.W. pump house. @ 7% of total except for earth work in excavation & filling
2
-
2569.87
Add GST @ Rs. 12%
1
-
-
Add Cess @ Rs. 1%
1
-
-
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