Refugee Relief And Rehabilitation Department Tender

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Refugee Relief And Rehabilitation Department Tender

Works
Civil And Construction
Eprocure
Opening Date25 Jul 2019
Closing Date16 Aug 2019
Tender Amount₹ 1,50,89,278 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . upto 3 m depth Without pumping out water and shoring

1242.62

-

128.96

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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm.including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be and poking and ramming layer by layer complete approved by the Engineer-in-charge

258.64

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993.42

... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

8826.74

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27.15

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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.

791.81

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403.84

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Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works. M-15 Grade: Using concrete mixer

366.36

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5701.52

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Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works. M-25 Grade: Using concrete mixer

1091.19

-

6357.87

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First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. In 1:4 proportion.

857.54

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6270.2

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

128

-

807.68

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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 1:4 cement mortar. 15 mm thick plaster

5150.92

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180.99

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Neat cement punning about 1.5mm thick in wall, dado, Window sill, floor etc.

5076.32

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38.46

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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steelsheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts ofminor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.Where staging is not required.

1580.84

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242.08

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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.

11.896

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63972.28

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)

380.79

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290.26

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Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Contractor beyond 150 m. but including all leads & lifts. Loading, unloding & Stacking etc complete. Earth to be approved by the Engineer-in-charge

444.36

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452.26

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Pumping out water from ponds or tanks (Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through percolation or otherwise)

22644.3

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1180.97

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Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

1241

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130.09

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Supply, labour for fitting & fixing of G. I. pipes of TATA make including necessary sockets . 50 mm dia. Light quality.

225

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399.31

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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 groundfloor. Grill weighing above 16 Kg./sq.mtr and above

10.13

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7970.44

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Applying decorative cement based paint of approved quality afterpreparing the surface including scraping the same thoroughly(plastered or concrete surface) as per manufacturer's specification.One coat on new surface.

165

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38.46

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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface per manufacturer's specification and as per direction of the EIC.throughly,complete as In Ground Floor: One Coat

165

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3551.97

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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidentalharges but excluding the cost of primer.In Ground floor (Two Coat)Normal Acrylic Emulsion

255

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75.79

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Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sandpapering etc.

28.35

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32.8

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Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc. includingusing of approved putty etc. on the surface, if necessary : On steel or other metal surface With super gloss (hi-gloss) -Two coats (with any shade except white)

28.35

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89.36



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