Zilla Parishad Tender

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Zilla Parishad - ZP Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure

Opening Date

5 Jul 2024

Closing Date

13 Jul 2024

Tender Amount

₹ 3,46,745 
Notes
Download

Costs

Description

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BOQ Items

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100 mm dia PVC pipe

30

26220

874

... More
L) Reducing Socket(100 X 50)

1

171

171

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Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. (ii) 50 mm dia.

12

4404

367

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Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. 50 mm dia

1

189

189

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Supplying, fitting and fixing G.I. cap at top (i) 100 mm

1

139

139

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Supply of G.I pipes of TATA make including necessary sockets (i) 100 mm dia. (i) Medium quality

1

830

830

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(d) 32 mm dia. (ii) Medium quality

27

6912

256

... More
Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.

2.5

1042

417

... More
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (b) 1000 litre capacity

1

5128

5128

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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 (Dia) 20 mm

15

1935

129

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15 mm.

25

2525

101

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Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (viii) 20 mm dia

1

604

604

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Supplying, fitting and fixing bib cock or stop cock. (e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) 15 mm

5

770

154

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Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding latarite and sand stone) including removing spreading or stack- ing the spoils within in a lead of 75m. as directed. The item includes trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. a)Depth of excavation not exceeding 1.500 Mtr.

4.61

549

119.27

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Filling in foundation by silver sand or plinth in layer not exceeding 150 mm. thick as directed and consolidating the same by through saturation with water, ramming complete including the cost of supply of sand.

2.18

1135

521.07

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Single Brick flat soling of picked jhama bricks etc.with local sand

5.13

1662

324

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I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion

0.55

2656

4830

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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

3.96

23054

5821.78

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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 inter-section, complete as per drawing and direction. a)For works in foundation basement upto roof of ground floor/upto 4 mtr. i)Tor Steel /Mild Steel II. Other than SAIL/TATA/RINL

0.37

20293

54400.74

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Hire and labour charges for shuttering with centering & necessary staging upto 4.0 Mtr. usuing approved stout props and thick hard wood planks of approved thickness for required bracing for concrete slab, beam, column, lintel, curved or srtaight including fitting, fixing, stripping out after completion of the work upto roof of ground floor. (a) 25mm to 30 mm thick shuttering without staging

11.29

2314

205

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(b) 25 mm to 30 mm thick shuttering as per direction with prop

27.5

9020

328

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Brick work in cement morter (1:6) including cost of scaffolding and other incidental works complete. a) In foundation and plinth

1.06

5100

4812

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b) in superstructure, Ground floor

1.33

6696

5035

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

8.95

5942

664

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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 structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (i) 75 mm. Dia

1.5

282

188

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Plaster to wall, floor , ceiling etc. with sand cement mortar including rounnding off or chamfering corners as directed in G.F level (i) With 1:6 cement mortar (b) 20 mm thick plaster

23.71

3675

155

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(c) 15 mm thick plaster

17.78

2418

136

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(ii) With 1:4 cement mortar (c) 10 mm thick plaster

7.44

915

123

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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. (B) Wall (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative

2.75

2026

737

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25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10mm. Nominal size] and admixture of water proofing compound as per manufracturer's specification etc. as directed.

1.95

347

178

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Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coat i) Water based interior grade Acrylic Primer

46.18

1422

30.8

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Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats. (Ground Floor Level)

46.18

3232

70

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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 25 mm thick

5.89

1554

264

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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m

0.1

7260

72603

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Sloar Module supply transport installation and commissioning of MNRE/IEC approved solar module of multi crystaline cell with min. efficiency of 15% and fill factor more than 70% laminated between sheet of ethylene vinyl acetate and high transmissivity 3.2 mm tampered glass framed in anodised aluminium frame. The power output of individual PV modules used in the PV array under STC should be minimum of 3000 Watt peak with adequate provision for measurement tolerance modules supplied with the SPV system should have certificate as per IEC 612.15 specification or equivalent national or international standards modules must qualify to IEC 61730 part-I and Part-II for safety qualification testing and salt mist corrosion testing as per IEC 61701/ IS 61701 and having warranty for output wattage which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Necessary test certificate should be supplied for 1HP off grid solar water pumping system, 1200 Wp with 300 Wp SVP panel.

1340

44930

33.53

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Supply and installation of 80mm. Bore well 1HP/0.75 KW sub-mersible pump single phase 220V along with necessary accessories complete set suitable for solar operation including loading/unloading transportation etc. as per dicetion of EIC.

1

16000

16000

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Earthing with 50mm. Dia G.I. Pipe 3.64 mm. thick x 3.04 m. long and 1 x 4 SWG GI wire 4.0 m. long, 13mm. Dia x 80mm. Long GI blots double nuts double washer including S&F 15mm. Dia GI pipe protection (1.0 m. long to be filled with bitumen partly under the grpound level and partly above ground level driven to an average depth of 3.65m. below the ground level as below TATA medium GI Pipe.

1

1524

1524

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1 HP VFD Pump Controller

1

15000

15000

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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. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

1

2230

2230

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GST 18 .00%

1

52369

52369.73

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1.00 % Labour welfare Cess

1

3433

3433.16



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