Sundarban Affairs Department Tender

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Sundarban Affairs Department Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date20 Jul 2023
Closing Date3 Aug 2023
Tender Amount₹ 13,26,765 
Notes
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Costs

Description

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BOQ Items

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Supplying, fitting and fixing at site Cast Iron flap shutter for hume pipe sluice with Cast Iron collar and other fittings etc. complete (as per drawing & direction of Engineer-in-charge) including casting the same, necessary drilling & painting with two coats of anticorrosive bituminous paint of approved make and brand over two coats of red lead primer with carriage to site complete. (This Rate is inclusive of taking out of old ones)

150

13500

90

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Extra over item No.4 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

150

2700

18

... More
Supplying, fitting & fixing Cast Iron wheel (after taking out existing one if necessary), rim made of 28 mm. to 36 mm. dia to fit any size of gear rod including carriage to site, painting with two coats of bituminous paint over two coats of red lead primer etc. complete as per direction of the Engineer-in-charge. (b) 60 cm. dia. Cast Iron wheel

1

2749

2749

... More
Extra over item No.6 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

1

550

549.8

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Supplying / Replacing Gun Metal Bush for screw gearing arrangement required for hanging arrangement of draw shutter and fitting & fixing with the screw gearing arrangement for operating the draw shutter by taking out the old screw gearing arrangement and Gun Metal bush etc. complete as per direction of the Engineer-in-charge. (The old materials to be returned to Departmental Godown.) (a) 50 mm. dia

1

6377

6377

... More
Extra over item No.8 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

1

1275

1275.4

... More
Supplying / Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required and fitting, fixing in position with screw gearing arrangement for operating the draw shutter including taking out old gear rod by cutting bolts etc. complete as per direction of the Engineer-in-charge. (The old materials to be returned to Departmental Godown.) (a) 50 mm. dia

3

4551

1517

... More
Extra over item No.10 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

3

910

303.4

... More
Supplying, fitting & fixing in position rubber seal arrangements with musical note harmonic 'J' type for making water tight in both up and down stream of draw shutter as well as flap shutter including guide paths, additional M. S. flats, bolts and nuts for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-incharge (b) Musical Note, Harmonic Type(i) 59 mm x 6 mm

6

4878

813

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Extra over item No.12 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

6

976

162.6

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Supplying, fitting & fixing in position rubber seal arrangements with musical note harmonic 'J' type for making water tight in both up and down stream of draw shutter as well as flap shutter including guide paths, additional M. S. flats, bolts and nuts for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-incharge (b) Musical Note, Harmonic Type (b) 127 mm. x 6 mm.

3.46

4014

1160

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Extra over item No.14 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

3.46

803

232

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Supplying / Replacing at site new pedestal or other similar items for sluices made with Mild Steel plates, angles, channels, holding down nuts & bolts etc. including fitting, fixing in position in concrete or masonry complete as per direction of the Engineer - in -charge.

71

5538

78

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Extra over item No.16 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

71

1108

15.6

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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD.(b) Above 600 mm to 900 mm dia Hume pipe

12.5

2600

208

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Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (E) 900 mm dia

5

3090

618

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supplied and Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.(E) 900 mm dia

7.5

37476

4996.8

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Extra over item No.20 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

7.5

7495

999.36

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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.. (b) Cement mortar

6.07

1700

280

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. (I) By Manual Means b) Cement Concrete

7.05

2813

399

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First class Brick work in cement sand mortar insteining of well, pier, abutment, wing wall, parapetsb cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. (a) In 1:4 proportion.including 20%Riverine

6.07

39875

6569.18

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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). (iii) With 1:3 cement mortar (a) 15 mm thick plaster

83.89

19032

226.87

... More
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m.

83.89

3297

39.3

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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. [Rate including riverine @15% ] (a) Single brick flat soling (thickness 75 mm.)

10.88

4242

389.85

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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.

12.29

81134

6600

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Extra over item No.28 as the work is within the riverine areas (15%. On Brajaballavpur G.P.)

12.29

12170

990

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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 1 mm 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

0.34

19933

58626.12

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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 (b) Where staging is not required

65.36

13987

214

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Labour charges for collecting or taking out displaced cement concrete or brick blocks of all sizes from slope, bed or apron and relaying the same in canal bed or slopes including clearing, dressing, ramming and preparing bed with necessary earthwork complete within a lead of 200 metre and all lifts complete.

3.5

1078

308

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Supplying spreading and compacting sand to required thickness in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including cost of silver sand lighting, guarding, barricading and making adequate earthen bundh where necessary, with water as per direction, mending cracks and depressions by ramming wherever necessary.

9.86

11567

1173.08

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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). (a) Jhama ballast

10.81

23501

2174

... More
Extra over item No.34 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

10.81

4700

434.8

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Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4)

22.5

130635

5806

... More
Extra over item No.36 as the work is within the riverine areas (20%. On USoR of I&W Dept. ) (page A-2 item-15)

22.5

26127

1161.2

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Supplying,dressing & staking at site bamboo pins above 5 c.m diametre & upto 7.5 cm diametre.(Dia to be measured at mid length.)

1840.5

53375

29

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Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) Where boats are not necessary.

1132.2

12454

11

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Supplying,fitting & fixing with iron nails half split bamboo wailling pieces,(av dia of of bamboo not less than 50 mm.)

148

3256

22

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Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (iii) 15.0 cm av. Diameter

744.6

161578

217

... More
Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 15 cm av. Diameter

499.2

52416

105

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

174

18096

104

... More
Coal tarring on wooden surfaces including cost of materials. a) One Coat

406.85

8951

22

... More
Supplying of empty cement polythene bags in good condition.

5260

17358

330

... More
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.

5260

18410

350

... More
Taking out Jhaw / Eucalyptus bullah piles from piling and stacking the same within 150 metre from the site of work. (a) Where boats are not necessary.

632.91

7468

11.8

... More
Taking out Jhaw / Eucalyptus bullah piles after removing iron nails and stacking the same within 150 metre from the site of work. (a) Where boats are not necessary.

104.4

940

9

... More
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

249.36

30921

124

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

244.85

22526

92

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

1091.04

88374

81

... More
Extra rate over Item Nos.51 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. Upto 60 m. a) One extra lead.

167.85

2014

12

... More
Extra rate over Item Nos.51 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.

167.85

2014

12

... More
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, A) Beyond 500 metre and upto 1.00 km

168

36624

218

... More
Earthwork in re-excavation / silt clearance of drainage channels in all kinds of soil including sludge and slush but excluding slush mixed with industrial wastes, sewage, municipal garbage, carcasses, etc and depositing the same as per profile in proper place as directed by the Engineer-in-charge without causing hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition including removal of polypacks, brickbats, stone ballasts & boulders, remnants of bullah & bamboo pins and all kinds of water hyacinth, solid / semi solid compact mass formed due to water hyacinth and burning them to ashes or removing outside Govt land where necessary and removal of thick & thorny jungles upto 30 cm girth including shoring and shuttering, if required, and including initial removal of sludge and slush etc by pan or bucket if required, and making arrangement for bailing out of any seepage water and removal of sand or soil blown from underneath, all complete. (a) By manual means within an initial lead of 30 M and an initial lift of 1.50 M(Measurement : Pre-work and Post-work level section. Pre-work section to be taken after removal of water hyacinth and all other floating materials etc.)

442.8

57564

130

... More
Add 18% for GST

1

200384

200384

... More
Add 1% Cess

1

13136

13136



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