Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date19 Jan 2024
Closing Date31 Jan 2024
Tender Amount₹ 3,97,443
Costs
EMD
₹ 7,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ZPHD_650102_9Bid Award Id
ViewTender No
03(e)/KGP/23-24Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://https://maldazillaparishad.in/
GEM & Bid Advisory Services
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BOQ Items
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
4
1288
322
Cement concrete with 30 mm down graded shingles excluding shuttering. Pakur Variety.In ground floor (a) 1:3:6 proportion
1.57
6656
4246
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.
4.91
24978
5086
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(i) Tor steel/Mild Steel II. Other than SAIL/TATA/RINL
0.39
24767
64243
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) (f) 25 mm to 30 mm shuttering without staging in foundation
0.8
164
205
a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.
34.03
11161
328
Brick work with 1st class bricks in cement mortar (1:4)
(a) In foundation and plinth
1.01
4924
4864
125mm. thick Brick work with 1st. class bricks in cement mortar(4:1) in ground floor
17.58
11849
674
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 (6:1) cement mortor. c) 15 mm thick plaster
76.86
10836
141
M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.
34.56
2480
71.78
Supplying 1.5mm thick M.S. sheet fitted and fixed on front faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
1.8
2014
1119
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 aterials etc.
A) Floor.
With 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 @ 0.20kg/Sq.m (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white
6.25
5487
878
(B) Wall With 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.
(a) Area of each tile upto 0.09 Sq.m
(i) Coloured decorative
5.49
4607
840
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
8.61
292
34
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.: In Ground floor: (c) Two coats.
62.76
3075
49
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 (c) For depth upto 150 metre for 40 mm dia. Tube well with top enlargement of 80 mm dia. i) 80 mm dia boring etc. top enlargement
24
6888
287
ii) 40 mm dia boring etc.
33
4884
148
Supplying high density polythene strainer of approved make with adopter conforming to I.S.12818 specifications.i) 40mm dia
9
2637
293
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). 40 mm dia
24
4968
207
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). 80 mm dia LM
24
11472
478
Supplying, fitting and fixing G.I. cap at top (i)100 mm dia
1
139
139
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. Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water.
1
2029
2029
supplying, fitting and fixing PVC pipes 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 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) (a) For Exposed Work PVC Pipes i) 25mm dia boring etc.
7
1239
177
ii)20 mm dia
4
516
129
Supplying, fitting and fixing push cock of heavy quality and of approved make and brand. (a) Cast iron (i) 15 mm
3
603
201
Compact Ball Valve with SS Handle For CPVC/ UPVC Fittings. (As per ASTM D 2467, Schedule 80) 25 mm dia.
1
293
293
Reducing socket 80mm X 40mm dia
1
136
136
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer 2000 lit capacity
1
10434
10434
Supplying, delivery and installation of 1200 watt peak (Wp) capacity Solar panels along with 1 HP capacity AC submersible pump 1200 watt designed to use with solar power including solar pump, Controller panel, structure AC wire, earthing connection & complete accessories, tranportion & installation ( as per Quotation rate approved by G.P. )
1
123000
123000
M.S. Vertical iron treatment plant of dia 1.00 ft. x height 5.00 ft. with charge media and fine grave with all pipe fitting fixing complete................as per direction (Quatation Rate) (LM)
1
27000
27000
Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from
the premises as per direction complete in all respect with all costs of labour and materials.
With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.
1
15381
15381
TEST OF MATERIALS-A) STONE:i) Grading by sieve Analysis as per IS 2386 ( Part-1)
1
350
350
A) STONE:ii) Flakiness Index & Elongation Index
1
460
460
A) STONE:iii) Determination of Aggregate Impact Value
1
690
690
B) SAND:i) Grading by sieve Analysis as per IS 2386 ( Part-1)
1
460
460
C) CONCRETE:i) Compressive Strength Test of Concrete Specimen as per IS 516
2
560
280
D) BRICKS:i) Compressive Strength Test as per IS 3406
1
920
920
D) BRICKS:ii) Determination of Water Absorption test as per IS 3405( part IV)
1
230
230
water test ( L.S.)
1
1000
1000
Marble Name Plate with 3 Nos. Photo.
1
1500
1500
GST as applicable @ 12% =
1
60026
60026
labour welfare CESS @ 1% =
1
3935
3935
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