Department Of Paschimanchal Unnayan Affairs Tender

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Department Of Paschimanchal Unnayan Affairs - DPUA Tender

Works
Eprocure
Opening Date21 Jun 2018
Closing Date6 Jul 2018
Tender Amount₹ 30,76,189 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Construction of C.C. Road and Drain

Description

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BOQ Items

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Supplying & laying Polythene sheet over damp proof course or below flooring or roof terracing or in foun dation or in foundation trenches.

1791.94

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24

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B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) Grading – II (Pakur) 100 mm thk.

105.44

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1399.91

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Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.

37.08

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416.11

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Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. PCC Grade M25 (Pakur variety) I) Using concrete mixer

576.97

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5958.5

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Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per Technical Specification Clause 302.3.11 for Rural Roads of MORD. (Mode of measurement: pre works and post works)

226.19

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28.18

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Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). v) 60 cm x 45 cm rectangular

1

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3441

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SIDE DRAIN WORK:-

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-

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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.

174.9

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119.27

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Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand.

487.41

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61.22

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Supplying & laying Polythene sheet over damp proof course or below flooring or roof terracing or in foun dation or in foundation trenches.

349.8

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24

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

26.24

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4710

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Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood plank sof approved thickness with required bracing for concre teslabs ,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 3 0mm shuttering without staging in foundation

77.15

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203

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Ordinary Cement concrete (mix 1:1.5:3 ) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (iv)With local hard blackstone variety chips (crusher broken)

1.98

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4833

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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 tor equis itelength,hooking and bending to correct shape,placing in proper position and binding with16 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

0.12

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55629

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Brick work with 1st class bricks in cement mortar (1:6). (b) In foundation, ground floor

37.09

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4473

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

622

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141.75

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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]. (ii) With 1:6 cement mortar. (c) 15 mm thick plaster.

467.18

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133

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

467.18

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34

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Add GST @12%

0.12

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4369922.91

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Add Labour & Welfare Cess @1%

0.01

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4894313.66



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