Sundarban Affairs Department Tender

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Sundarban Affairs Department - SAD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Apr 2023
Closing Date11 May 2023
Tender Amount₹ 85,62,194 
Notes
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Costs

Summary

Wbsdb/ee/ced-iii/ Nit-01(e)/2023-24/2

Description

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BOQ Items

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Supplying, fitting and placing HYSD Bar reinforcement in Sub-Structure including initial straighttening, straightening of coils bars, removal of loose rust (if any) cutting to requisite length bending, binding with annealled 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. includinding 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

10.39

633812

60996.21

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Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planksof approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel Shuttering or 9 to 12mm thick approved quality ply board shuttering.

468.42

172847

369

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Providing special type of M.S. collar for fixing screw cutter fitted and fixed to 400 mm. dia. precast R.C.C. pile including supply of 2 nos. locking tube & 25 mm dia locking steel pin.

32

79168

2474

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Providing special type of M.S. screw cutter including fitting and fixing

32

299232

9351

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Labour charges for screw driving the R.C.C. pre-cast piles depth of minimum 8.O M upto 9.00 M below bed level as decided by the Engineer-in-charge in tidal riverholds and hoisting the piles using pully fitted to the monorail gentry girder or any other Suitable arrangement for avoiding any damage of the R.C.C. precast piles fixed with special type screw cutter with M.S. collar with fixing steel pin including placing the same on pin points position with the help of pile guide monorail gantry girder or any other arrangement by hoisting capstain manually including cost of hire charge of barge, chain pully, lunch and other machineries, supplying of fuel etc. (Engineer-in-charges reserves the right to reject the pile if the pile is out of plumb beyond the permissible limit or due to breaking cracking and any sort of damages) including mobilization all pants & machineries for erecting & driving the piles as per drawing and design & specification etc. complete.

307.19

2768221

9011.43

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Labour charges for carrying the precast R.C.C. piles,girder, deck slab, step & other components from casting yard / barge hold by the arrangement of chainpully or any other method fitted & fixed over the barge, without damaging the components including hoisting in proper position and lowering down and placing in position with the help of chain pully or any other method & fitted & fixed properly over the piles in tidal river including hiring charge of barge, launch / best etc. and fitted & fixed in proper position setting etc. complete (Engineer-in-charge reserve the right to reject the components if it breaks, cracks and damage etc.)

8

686682

85835.27

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SUPER-STRUCTURE RATE

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Providing ana laying M-35 Design Mix concrete using concrete mixer for reibnforced concrete work in precast unit for Girder, Slabs, Stairs etc, of RCC Pile jetty with coarse aggretes of appropriate nominal size and grading, fine aggregates (sand) conforming to proper grading zone, both of approved quality and cement as necessary , including cost of labour , cost and carriaqge of all materials and indluding preperation of design mix, approval of the same by the Engineer-In- Charge and cost for quality control, sampling, testing etc. Including the cost of necessary form work and staging complete as per drawing and technical specifications ( but excluding the cost of reinforcement works & excluding the cost of handling, transporting to the site of work from casting yard etc.)

33.32

254883

7650

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Supplying, fitting and placing HYSD Bar reinforcement in Sub-Structure including initial straighttening, straightening of coils bars, removal of loose rust (if any) cutting to requisite length bending, binding with annealled 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. includinding 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

2.57

156577

60996.21

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Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planksof approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel Shuttering or 9 to 12mm thick approved quality ply board shuttering.

359.42

132627

369

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Providing heavy duty dense rubber feeder of approved quality fitted & fixed in position as per drawing.

64

168000

2625

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Construction of Sign Board with 0.45m x 0.60m (height) granito slab of 15-18mm thk.engraving the lettering over it as directed by the E.I.C. fitting and fixing complete over brick masonry (with 4:1 cement mortar) platform covered with 4:1 sand-coment plaster with neat cement punning all complete as per direction & design supplied by the E.I.C

1

6291

6291

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(B)Approach Road and protective work

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Earthwork from borrow pits for making embankment or for repairs to embankment within an initial lead of 30 metre and an lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cms. layers and rough dressing etc. complete as per profile.

89

7209

81

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Extra rate over Item Nos.1 for all kinds of soil for everyadditional lead of 30 metres or part thereof beyond the initial lead of 30metres.30.0M TO 60.0M

45

540

12

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Extra rate over Item Nos.1. for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.

45

540

12

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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 I. In all sorts of soil excluding marshy soil &rocks (soft or hard) by manual means.a) upto 3 m depth(i) With pumping out water including shoring as required.

34

4216

124

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Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m

23

2116

92

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Filling in foundation or plinth by silver 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 quantitynecessary.

12

11235

93621

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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. (a) Single brick flat soling (thickness 75 mm.)

39

13221

339

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Providing and laying nominal mix Cement concrete (with mix proportion 1:1.5:3) / 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. including Riverine.

5

33000

6600

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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. includingcuring, scaffolding, raking out joints etc. complete including cost and carriage of all materials.(a) In 1:4 proportion. including Riverine.

21

116232

5534.86

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Plaster (to wall, floor, ceiling etc.) with sand nand 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 1:4 cement mortar (a) 20 mm thick plaster

60

11160

186

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Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).) including Riverine. (b) 1st class brick ballast

10

18680

1868

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Providing and laying pre-cast brick block pitching of required size (53Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with1st class kiln burnt bricks in cement mortar including flush pointing onall faces except exposed face which to be plastered with 19 m.m. thickcement plaster , curing, dressing, ramming & preparing subgrade inslopes & bed complete with necessary earth work not exceeding 300mm in depth with all leads & lifts including cost of all materials/ blocksup to site by all means of transport. The gap between adjacent blockswill not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4) including Riverine.

24

139344

5806

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

135

13554

100.4

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Brick edging (75mm wide) with 1st. Class picked jhama bricks laid true to line & level including cutting necessary trench in soil or hard metalled surface, laying the bricks and repacking the trench on both sides and ramming complete (b)250 mm.depth.(On end edging)

350

31196

8913

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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. (f) Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm)

674

601208

892

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Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end. (iii) 15 cm av. Diameter

240

52080

217

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Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sortsof soil including hoisting and placing piles in position, protecting the pilehead with iron ring and cutting and shaping heads before and afterdriving and including hire and labour for necessary driving appliancesand all tackles.(iii) 15 cm av. diameter

216

22680

105

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Supplying, fitting and fixing with iron nails half split bullah wailing piecesand cross pieces etc. complete with cost of all materials and carriage tosite.(a) Width of thinner end above 10 cm. and less than 15 cm.(i) Jhaw / Eucalyptus

32

3328

104

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Construction of Sign Board with 0.45m x 0.60m (height) granite slab of 15-18mm thk.engraving the lettering over it as directed by the E.I.C. fitting and fixing complete over brick masonry (with 4:1 cement mortar) platform covered with 4:1 sand-cement plaster with neat cement punning all complete as per direction & design supplied by the E.I.C.

1

6291

6291

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Supplying fitting and fixing street light with 80mm G.I. pipe (4.0m long )and necessary fittings including all cost of materials, light, battery and other equipments and labour charges for fitting as per direction of Engineer-In - charge (LED 1 street light Pv Module 35w Panel solar charging full luight: 8hrs Battery Capacity : 52000mah Battery Nominal voltage : 14.8 V

10

436566

43656.63

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GST as applicable - @ 18%

6814283

1226571

18

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Labour Welfare cess - @ 1%

8477420

84774

1



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