Sundarban Affairs Department Tender

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Sundarban Affairs Department Tender

Works
Civil And Construction
Eprocure
Opening Date27 Sep 2024
Closing Date12 Nov 2024
Tender Amount₹ 21,07,892 
Notes
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Costs

Summary

Wbsdb/ee/ced-i/nit-09(e)/24-25 Sl-3

Description

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BOQ Items

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DO_NOT_SHOW

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Earthwork in excavation In all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of, NB :- Measurement to be taken on the basis of stack / prepost work section measurement after deduction of void as per norms . no extra payment will be made for stacking . A) Beyond 500 metre and upto 1.00 Km

160

34880

218

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B) Beyond 1.00 km. and upto 2.00 Km

68.6

15572

227

... More
C) Beyond 2.00 km. and upto 3.00 Km

22.9

5382

235

... More
Labour for taking out brick-on-end edging including removing debris to flank or berm sorting out serviceable materials and stacking.

86.4

574

664

... More
Labour for taking out brick-on-edge of herring bone bond including removing debris to flank or berm sorting out serviceable materials and stacking.

84.6

1465

1732

... More
Labour for taking out old soling edging including removing debris (a) Single brick flat soling

84.6

830

981

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Box cutting in road embankment in all kinds of soil and spreading the soil uniformely over the flanks and consolidating and dressing the subgrade to correct camber and grade.

50

5020

100.4

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Labour for laying brick edging (75 mm wide) with departmental brick laid true to line and level including carriage of departmental bricks within a lead of 150 metres cutting necessary trench in soil or in hard metalled surface laying the bricks and repacking the trench (on both sides of the edging) with spoils and ramming the same thoroughly

69.1

819

1185

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Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction.

303.7

27069

8913

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Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used). (d) Soling or dry pavement with one brick-on-edge laid in herring bone pattern on a layer of brick flat (thickness 75 mm. plus 125 mm)

71.9

5271

7331

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Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (e) soling on dry pavement with one brick on edge laid in hearring bone pattern over a layer of brick flat(thickness 125 mm plus 75 mm)

341.7

304796

892

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Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (DIa. to be measured at mid length).

2458.3

71291

29

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Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. A) where boats are not necessary

1540.7

16948

11

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Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)

308

6776

22

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Supplying empty Cement bags in good condition

1980

6534

330

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Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of filling materials, (Earth or sand) and gunny bags.

1980

6930

350

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Providing and laying nominal mix Cement concrete (with mix proportion 1:1½:3)/M-20 grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm of Pakur or other approved variety including Screening and cleaning of aggregates, if necessary, both of approved quality and cement, as necessary, compacting by vibrator or other suitable means, cost of curing with water, cost for quality control, sampling, testing etc. and including placing a Separation membrane of impermeable PVC sheet 125 micron thick transparent or white in colour laid flat with minimum creases. Before placing the separation membrane, the sub-base shall be swept clean of all the extraneous materials. Wherever overlap of plastic sheets is necessary, the same shall be at least 300 mm and any damaged sheathing shall be replaced at the Contractor's cost, including carriage of all materials to site but excluding the cost of staging, shuttering and and reinforcement if any.

182.3

1203180

6600

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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/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor 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 a) where staging is not requied

137

29318

214

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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

210

4200

20

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Fine dressing and making the crest to correct camber and grade by cutting and filling earth where necessary including extra earth.

340

1972

5.8

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

1

2186

2186

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Add GST @ 18% (CGST+SGST)

1768663

318359

18

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Labour Welfare Cess @ 1%

2087022

20870

1



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