Irrigation And Waterways Department Tender

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Irrigation And Waterways Department Tender

Works
Eprocure
Opening Date23 Sep 2021
Closing Date25 Oct 2021
Tender Amount₹ 1,17,37,201 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Wbiw/osd(se)/prl/nit- 01(e)/2021-22/sl02

Description

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BOQ Items

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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 othermechanical 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 measurement / 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

445.6

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246.6

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Excavation for Structures 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.

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a) upto 3 m depth (i) With pumping out water including shoring as required.

2307.7

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140.27

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a) 3 m to 6 m depth (i) With pumping out water including shoring as required.

104.64

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186.65

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III. In ordinary rock (not requiring blasting) A. By Manual Means (i) With pumping out water

2412.33

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197.96

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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.

540.22

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27.15

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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety

527.96

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5520.37

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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.

108

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130.09

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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety

644.63

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6092.63

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Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades.

762.84

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134.61

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Labour charges for laying boulder/shingles in apron or within wire netting of sausage for slope pitching including carriage up to 30 metre and all lifts & dressing the exposed faces etc. complete as per direction of the Engineer-in-charge. I) Boulder

238.5

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265.83

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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, 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 30 mm shuttering without staging in foundation

2469.18

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231.9

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Labour charge for dumping / laying of Laterite / Stone Boulders 25 kg & above / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges. (a) Boulder 25kg & above where boats are not necessary.

306

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229.63

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Supply of stone /laterite boulders at work site including cost of material, loading, unloading and carriage and including all incidental charges like Royalty,cess etc complete.(Royalty certificate in original from concerned authority are to be submitted along with the bill)

544.5

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1691.54

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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 hroating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface) (ii) With 1:4 cement mortar (c) 10 mm thick plaster

915.11

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135.22

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Earthwork in excavation in the canals / drainage channels / borrow pits /River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.

15457.78

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123.3

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Extra rate over Item Nos.16 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres.

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One extra lead

772.89

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13.57

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Second extra lead

772.89

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27.15

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Third extra lead

772.89

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40.72

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Fourth extra lead

772.89

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54.3

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Fifth extra lead

772.89

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67.87

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Sixth extra lead

772.89

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81.45

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Seventh extra lead

772.89

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95.02

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Eighth extra lead

772.89

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108.6

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Ninth extra lead

772.89

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122.17

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Disposal / carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 m and upto a distance of 5.0 km from the excavated point including cost of stacking, loading, unloading, transporting, arrangement of land, if required by agency, spreading and levelling as necessary etc. complete. Measurement:By stacks at loading point after deducting voids as per rule.

4637.33

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132.35

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Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site.

2931

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6.79

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Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-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.

60.72

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69969.94

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

1

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2522.58

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Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor

1.17

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5320.03

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Supplying, fitting and fixing of Mild Steel Guide Channel with necessary Mild Steel lugs of required length and size by making hole into wall and fixing with necessary masonry work with maintaining proper line and level as directed by the Engineer-incharge. This item includes two coats of anti-corrossive bituminous paint over two coats of red lead primer. Payment will be made on actual length of Guide Channel.

1782.26

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87.1

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Supplying only at site Mild Steel draw shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for any sluice including cutting, drilling, forging and welding of the Mild steel and fabricating the same (as per drawing and direction of the Engineer-in-charge), painting with two coats of anticorrosive bituminous paint of approved make & brand over a coat of red lead primer etc. complete.

337.35

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84.84

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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.) (b) 65 mm. dia

2

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7826.77

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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. (a) 45 cm dia. Cast Iron wheel.

2

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2487.51

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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.) (b) 65 mm. dia

11

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2584.79

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Supplying, fitting & fixing in position rubber seal arrangement for making water tight including M. S. flats, bolts and nuts and making holes in the shutter leaf 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-in-charge. (i)Double bulb rubber seal(Bottom seal) 150 mm X 44 mm

2.6

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3502.2

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(ii)"L"type 88mmX14mm type -II vertical side seal

22

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1695.67

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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.

138.49

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88.23

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Supplying fitting & fixing Cast Iron base plate of required size with necessary drilled holes of required dia. and number for fixing with the top runner and one number hole at the center of required dia. for screw rod duly threaded with necessary grooving for easy roller grip arrangement by 13 mm dia. high carbon steel balls in both GunMetal or other bushes & base plate etc & providing with required bolts and nuts (Mild Steel) 16 mm dia & 100 mm long and one suitable screw as key, complete including painting with two coats of red lead primer.

16.96

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102.94

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

915.11

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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 incidental charges but excluding the cost of primer. In Ground floor (Two Coat) b) Normal Acrylic Emulsion Premium 100% Acrylic Emulsion

915.11

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95.02



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