Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Nov 2024
Closing Soon15 Nov 2024
Tender Amount₹ 3,34,103 
Notes
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Costs

Description

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BOQ Items

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(A) Sypply of E.R.W.M.S.(Electrical Resistant Welded M.S.) black pipe of of TATA make (heavy quality) as per standard specification, 5 mm thick. (ii) 150 mm dia. (internal)

69

1522

105018

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Labour for jointing and lowering G.I. or E.R.W. M.S. pipes including strainer within the tube well bore vertically with necessary sockets, special fittings and welding as required including cost of all jointing materials, hire charges of tools and plants, cutting pipes to required sizes, making threads, welding pieces together etc. as necessary as per direction of the Engineer-in-charge (ii) Above100 mm dia. and upto 200 mm dia. Pipe

81

78

6318

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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 require

2

7538

15076

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Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete.

1

916

916

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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

1231

1231

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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.

2

2029

4058

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Providing 200 mm centre guide. i) With Clamp

2

128

256

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Supplying, fitting and fixing special hand pump no. 6 of approved make (for 50 mm or 40 mm dia. tube well).

1

3734

3734

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Supplying, fitting and fixing 65 mm dia. deep well brass cylinder with necessary fittings and accessories.

1

1939

1939

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Supplying, fitting and fixing 15 mm dia. galv. M.S. connecting rod with sockets

30

73

2190

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Supply of G. I. pipes of TATA make including necessary sockets (d) 32 mm dia. (ii) Medium quality

30

256

7680

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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.

0.66

119

78.72

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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

2.97

323

959.31

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Ordinary Cement concrete (mix 1:1.5:3) with graded stone Chips (20mm nomibal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.

0.4

4745

1898

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125mm thick Brick work with 1st class bricks in cement mortar (1:4) in ground floor.

2.15

674

1449.1

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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 basement and upto roof of ground floor/upto 4 m Tor Steel/ Mild Steel

0.1

6650

665.02

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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] With I :4 cement mortar; (b) 10 mm thick plaster (for Platform, Silt Chember

6

126

756

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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

6

34

204

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Digging earth in any soil including mixed soil but excluding moorum, laterite sand stone or any other hard stone including spreading or stacking the spoils within a lead of 75 metres as directed bailing out water upto 1 metre depth, shoring etc., when and if required and back filling with fine sand (including cost of sand) on completion of steining works. A) R.C.C. Ring Well i) 1.2 metre diameter of digging for 0.9 metre internal diameter of well ring. a) Upto 3 metre below G.L.

1.5

604

906

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R.C.C. well ring made with cement concrete 1:1.5:3 with stone chips and 0.80% reinforcement (including the cost of shuttering and reinforcement) cast at site fitted and fixed in position after proper curing true to plumb in the well including jointing with cement mortar 1:2 complete as per direction. a) 65 mm thick and 0.9 metre internal dia.

1.5

1237

1855.5

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Sinking Precast R.C. well ring made with cement concrete 1:2:4 with stone chips and necessary reinforcement fitted and fixed in position true to plumb including all labour and hire charges of tools and Plant complete as directed and jointing rings with cement mortar (1:2) (a) 90 cm dia (internal)

1.5

199

298.5

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Supply of UPVC pipes (B Type) & fittings conforming to IS 13592-1992 A) (ii) Double Socketed 3 Meter Length b) 110 mm

3

315

945

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Supply of UPVC pipes (B Type) & fittings conforming to IS 13592-1992 A) Fittings (ii) Plain Tee b) 110 mm

2

85

170

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Supply of UPVC pipes (B Type) & fittings conforming to IS 13592-1992 A) Li) Nahani Trap 90 mm

1

105

105

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Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge.

1

2230

2230

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GST @18%

1

50460

50460

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LWC @1%

1

3308

3308



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