Zilla Parishad Tender
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Zilla Parishad Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 3,49,723
Costs
EMD
₹ 6,994Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Bon-ii/170/2024 Dtd 12.11.2024 Sl 1
Description
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Contact
Tender Id
2024_ZPHD_768546_1Tender No
BON-II/170/2024 DTD 12.11.224Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Water sample collection and chemical testing arsenic test
1
-
1231
Supply of PVC pipes & fitting Schel\dule - 80 (Medium Duty) comfrorming to ASTM-D 1785, and threated to match with GI pipes as per IN: 1239 (Pt-1)
i) 100 mm dia
24
-
20976
ii) 50 mm dia
236
-
66552
Supply of high density polythin strainer of approved make with adopter conforming to IS Specification
10
-
5320
Supply of fiting & fixing 100 x 50 mm PVC reducing socket (Med)
1
-
171
Supplying fitting and fixing steel cutter piese upto 450mm long with socket (i) 50 mm
1
-
189
Supplying fitting and fixing 50 mm dia plug of approved make conforming to IS Specification
1
-
71
supplying of solvent ceent
2
-
260
Installation of SITC of 230 V, 50 H, 1.5 HP submercible pump motor set with starter cum water level controller (make cromption greavef CG) 4W 12BF1.5E including supplying fitting & fixing the same in proper position true to line and level etc. Including the cost of electrical connection
1
-
24500
Supplying PVC water Stroge tank of approved quality with closed top , with LID (Black) 1000 Liter
1
-
5128
Labour for hoisting plastic water storage tank from Ground level etc
2
-
308
Labour for punching hole in plasting storage tank upto 50 mm dia
12
-
228
Supplying fitting and fixing nameplate made of marble stone etc (size 34.5 cm x 215 cm) completed as per instruction of EIC
1
-
1200
Earthwork in excavation of foundation trenches or drain ain all sorts of soil including removing, spreading or stacking the spoils within a lead of 75 m as directed etc. (A) Depth of excavation not exceeding 1500 m 1.20 x 1.20 x 1.5 = 2.16
2.16
-
257.62
Single Brick flat soaling with picked jhama bricks including ramming & Dressing bed to proper leveland filling joints with local sand 4.30 x 0.25 = 1.08
1.08
-
389.88
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering in ground floor and foundation (a) (1:3:6) proportion 4.30 x 0.25 0.15 = 0.16
0.16
-
761.76
Providing and laying cement concrete with of without Reinforcement M15 (1:1.5:3) grade concrete in any part Of foundation /sub structure / super structure or bridge /culverts with graded stone chips of specified nominalSize (20 mm. down) including screening clearing Approved stone chips and stone as necessary layingFinishing to camber and grade curing in water with cost & carriage of all materials and excluding hire chargesOf from work and including cost & carriage of stone Materials but excluding cost of reinforcement(average Thickness of 100 mm). 1.20 x 1.20 x 0.10 = 0.14
0.14
-
864.95
Re emforcement for re enforced concrete work in all sorts of structures including ditribution bars , striipes , binders etc initial straighting and removal of loose rust, cutting to requisite length , hooking and bending to correct shape , placing in proper position and bindinh with 16 gage black annealed wire etc
9.6
-
551.52
125 mm thick Brick Work with 1st Class Bricks in cement mortar ( 1:4) 4.30 x 1.28 = 5.50
5.5
-
4048
Supplying fitting fixing 1st quality Ceamic tiles in wall and floor
i) Floor (Including Skirting):- With Sand cement morter (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using @2.91 Kf/sqm & joints filling using white cement slurry @ 0.20 Kg/sqm Area of each tiles upto 0.09 sqm. Other than coloured decorative including white
1.80 x 1.80 = 3.24
2 x 1.80 x 0.25 = 0.90
4.14
-
3125.7
Supplying fitting fixing 1st quality Ceamic tiles in wall and flooriii) wall With Sand cement morter (1:3) 15mm thick & 2 mm thick cement slurry at back side of tiles using @2.91 Kf/sqm & joints filling using white cement slurry @ 0.20 Kg/sqm Area of each tiles upto 0.09 sqm. Other than coloured decorative including white
4 x 1.80 x 0.60 = 4.32
1 x 1.80 x 1.80 = 3.24
2 x 0.80 x 1.80 = 2.88
10.44
-
7903.08
Filling in soak well by fine sand in kayers not exceeding 15 cm as directed and consolidating same by trough saturation with water ramming complete including the cost of supply of ssand 0.95 x 0.95 x 0.60 = 0.54.
0.54
-
535.9
Supply of brick bats at site for filling soak pit. 0.95 x 0.95 x 0.90 = 0.81
0.81
-
1979.64
Protective and decprative acrelic exterior emulsion paints of approved quality 1.80 x 2.20 = 3.96
2.10 x 2.10 = 4.41
4 x 2.10 x 0.125 = 1.05 1 x 1.80 x 0.60 = 1.08
10.5
-
735
Supplying fitting fixing bib cock or stap cock
2
-
308
Earth work in excavation of foundation trenches or drain
In all sorts of soil (including mixed soil but excluding literate Or sandstone) including removing, spreading or stacking
The spoils within a lend of 75 m as directed etc.
(a) Depth of excavation not exceeding 1500 mm.
4.55
-
542.68
Single Brick flat soling with picked jhama bricks including ramming and dressing bed to prepare level and filling joints with local sand
7.28
-
2628.08
cement concrete (Mix . 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shutterring and re enforcement if any. In ground floor (I. Pakur Variety)
0.73
-
3475.53
Hire and labour charges for shuttering with.
Or without staging upto 4.00 m height using Approved stout props with wooden planks of approved thickness with required bressing for concrete slabs, beams, and columns, lintels curve or straight including fitting & fixing and striking out after completion of works.
22.58
-
7564.3
Plain Reinforced Cement concrete a) M - 20 Cocrete
2.96
-
18286.88
Re emforcement for re enforced concrete work in all sorts of structures including ditribution bars , striipes , binders etc initial straighting and removal of loose rust, cutting to requisite length , hooking and bending to correct shape , placing in proper position and bindinh with 16 gage black annealed wire etc
302.3
-
17367.14
Brick Work with 1st Class Bricks in cement mortar ( 1:6) (In foundation & plinght)
1.33
-
7199.29
125 mm thick Brick Work with 1st Class Bricks in cement mortar ( 1:4)
9.38
-
6903.68
Earthwork in filling
2.78
-
2602.66
Plaster (to wall, floor, ceiling etc) with sand and cement
Mortar including rounding off or chamfering corner as Directed and ranking out joints including throating Nosing and drip course etc II) With (1:4) cement morter C) 10 mm thick Plaster
41.71
-
6965.57
add 9% for CGST
1
-
26409.66
add 9% for SGST
1
-
26409.66
add 1% for Labour cess
1
-
3462
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