Irrigation And Waterways Department Tender

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Irrigation And Waterways Department - IWD Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date23 Jan 2024
Closing Date15 Feb 2024
Tender Amount₹ 3,61,03,239 
Notes
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Costs

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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. (i) For Regulator structure at ch 154.00 over river Lower Behula

88

72510

823.98

... More
( ii) For Regulator structure at ch 1867.5 over Drainage Gangur

2

1648

823.98

... More
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. (i) For Regulator structure at ch 154.00 over river Lower Behula

368

40351

109.65

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

749

82128

109.65

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

156

17105

109.65

... More
Supply of U-type Hot Rolled Sheet Piles as per EN10248 with Larssen interlocks with 750mm width, Flange thickness 11.5mm and Web thickness 9.3mm (750x411x11.5/9.3), having the following properties: Minimum yield strength – 430 Mpa, Minimum Tensile Strength – 510 Mpa, Sectional Modulus – 1600 cm3/m, Weight per m – 86.3 kg/m, Weight per m2 – 115 kg/m2. ( i) For Regulator structure at ch 1741.5 over Drainage Gangur

22

5026758

228489

... More
Driving M.S. sheet piles of any kind of approved type and size conforming to IS code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by monkey hammer including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equiepments, craping and cleaning piles, painting the sufrace with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc including all cost of labours, supply and carriage of equipments to site (by any mean) as per drawing and direction of EIC but excluding the cost of sheet piles. N.B. Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length. ( i) For Regulator structure at ch 1741.5 over Drainage Gangur

150.5

239095

1588.67

... More
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. (i) For Regulator structure at ch 154.00 over river Lower Behula

307

8780

28.6

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

290

8294

28.6

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

123

3518

28.6

... More
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 (i) For Regulator structure at ch 154.00 over river Lower Behula

38

230158

6056.8

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

78

490238

6285.1

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

172

1045858

6080.57

... More
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.(i) Pakur Variety (i) For Regulator structure at ch 154.00 over river Lower Behula

48

319349

6653.11

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

50

343803

6876.05

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

57

380553

6676.37

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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, cross drain 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 required. (i) For Regulator structure at ch 154.00 over river Lower Behula

277

70649

255.05

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

301

76770

255.05

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

1530

390227

255.05

... More
Plain / Reinforced Cement Concrete in Sub structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. RCC Grade M25 (i) Height upto 5m I) Using concrete Mixer (i) For Regulator structure at ch 154.00 over river Lower Behula

261

2019511

7737.59

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

602

4642299

7711.46

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

61

473477

7761.92

... More
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. (i) For Regulator structure at ch 154.00 over river Lower Behula

31

2230968

71966.7

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

71

5111664

71995.27

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

8

575903

71987.9

... More
Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. RCC Grade M25 I. Using Concrete Mixer (i) For solid slab super-structure, a) Height upto 5m (i) For Regulator structure at ch 154.00 over river Lower Behula

22

182839

8310.85

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( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

11

91132

8284.72

... More
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, mremoval 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. (i) For Regulator structure at ch 154.00 over river Lower Behula

2.59

189227

73060.77

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

1.3

95016

73089.35

... More
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works. (i) For Regulator structure at ch 154.00 over river Lower Behula

2

1866

933.18

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

6

5599

933.18

... More
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc . I) For structural members of specified sections weighing less than 22.5 Kg./m For other structural works like galleries etc. (i) For Regulator structure at ch 154.00 over river Lower Behula

0.12

10712

89265.82

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( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

0.5

44633

89265.82

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

0.33

29458

89265.82

... More
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 of chipping over concrete surface] (i) With 1:4 cement mortar (a) 15 mm thick plaster (i) For Regulator structure at ch 154.00 over river Lower Behula

23

4063

176.64

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( ii) For Regulator structure at ch 1867.5 over Drainage Gangur

373

65887

176.64

... More
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 (i) For Regulator structure at ch 154.00 over river Lower Behula

23

861

3742.25

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( ii) For Regulator structure at ch 1867.5 over Drainage Gangur

373

13959

3742.25

... More
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 (i) For Regulator structure at ch 154.00 over river Lower Behula

23

1837

79.85

... More
( ii) For Regulator structure at ch 1867.5 over Drainage Gangur

373

29784

79.85

... More
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc b) Two coats (i) For Regulator structure at ch 154.00 over river Lower Behula

6

207

34.56

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

24

829

34.56

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

11

380

34.56

... More
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (a) On steel or other metal surface :With super gloss (hi-gloss) -(i) Two coats (with any shade except white) (i) For Regulator structure at ch 154.00 over river Lower Behula

6

565

94.15

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

24

2260

94.15

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

11

1036

94.15

... More
Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works. (Average thickness of wearing cooarse 85 mm). (i) For Regulator structure at ch 154.00 over river Lower Behula

16.3

181753

11150.48

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

65

724781

11150.48

... 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 NB :- Measurement to be taken on the basis of stack measurement / pre post work section measurement after deduction of void as per norms. No extra payment will be made for stacking. A) Beyond 1.00 Km and upto 2.00 km For Regulator structure at ch 1867.5 over Drainage Gangur

2360

805256

341.21

... More
Precast cement concrete blocks or lining units as per designed section and specifications, in nominal mix proportion 1:1.5:3 (correspondimg io M20 Grade) with well graded 20mm down stone metal aggregate, including dressing, ramming, shuttering, finishing the surface by trowel without adding any additional cement and sand mortar, curing, transporting and laying the blocks or lining units at worksite in position, over sand cushion / filter, layer, with cold(paper) joints between the adjacent units, having gap varying from 0 to 5mm as tolerance, with all leads and lifts, including supply and carriage of all materials complete. (i) For Regulator structure at ch 154.00 over river Lower Behula

147

1099910

7482.38

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

181

1404804

7761.35

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

99

743163

7506.7

... More
Supply of stone / laterite boulders at site including cost of material, loading, unloading and carriage and including all incidental charges like Royalty,complete. (Royalty certificate in original from concerned authority are to be submitted along with the bill) i) For Regulator structure at ch 154.00 over river Lower Behula

23

80974

3520.63

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

53

185146

3493.32

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

26.1

92552

3546.05

... More
Labour charges for stacking unloaded boulder / shingles to make them convenient for measurement as per direction of the Engineer-in-charge. a) Boulder of size above 30 kg i) For Regulator structure at ch 154.00 over river Lower Behula

23

1946

84.62

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

53

4485

84.62

... More
( iii) For Regulator structure at ch 1867.5over Drainage Gangur

26.1

2209

84.62

... More
Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 25 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge. a) Over Jhama Khoa / metal filter/ Geo-textile filter. i) For Regulator structure at ch 154.00 over river Lower Behula

23

13733

597.09

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

53

31646

597.09

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

26.1

15584

597.09

... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing andTechnical specification i) For Regulator structure at ch 154.00 over river Lower Behula

60

135230

2253.84

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

62

167190

2696.62

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

74

166784

2253.84

... More
Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete. For Regulator structure at ch 1867.5 over Drainage Gangur

90

12550

139.44

... More
Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means,including other incidental charges complete. Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8 including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags” in case of use of this item in the estimate.” For Regulator structure at ch 1867.5 over Drainage Gangur

5687

155881

27.41

... More
Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum). For Regulator structure at ch 1867.5 over Drainage Gangur

5687

81324

14.3

... More
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips. 30cm. minimum dia, fixing the guard posts in the same i) For Regulator structure at ch 154.00 over river Lower Behula

64

53240

831.88

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

78

64887

831.88

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

86

71542

831.88

... 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. i) For Regulator structure at ch 154.00 over river Lower Behula

1290

124537

96.54

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

1800

173772

96.54

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

2388

230538

96.54

... More
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. i) For Regulator structure at ch 154.00 over river Lower Behula

1032

134067

129.91

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

1440

187070

129.91

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

1910

248128

129.91

... More
Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 130 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top. 2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. i) For Regulator structure at ch 154.00 over river Lower Behula

143

24303

169.95

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

287

48776

169.95

... More
Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top For Regulator structure at ch 1867.5 over Drainage Gangur

494

142479

288.42

... More
Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). i) For Regulator structure at ch 154.00 over river Lower Behula

1886

13485

7.15

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

2546

18204

7.15

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

3197

22859

7.15

... More
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028cum/bag i) For Regulator structure at ch 154.00 over river Lower Behula

1886

15729

8.34

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

2546

21234

8.34

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

3197

26663

8.34

... More
Dumping in position earth / sand filled gunny / poly bags (capacity 50kg) within a lead of 30 metre inclusive of all lifts. i) For Regulator structure at ch 154.00 over river Lower Behula

1886

6752

3.58

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

2546

9115

3.58

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

3197

11445

3.58

... More
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. i) For Regulator structure at ch 154.00 over river Lower Behula

1698

12141

7.15

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

2292

16388

7.15

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

2878

20578

7.15

... More
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. II) By Mechanical Means i) For Regulator structure at ch 154.00 over river Lower Behula

8.3

7646

921.26

... More
( ii) For Regulator structure at ch 1867.5 over Drainage Gangur

74

68173

921.26

... More
Dismantling of existing structures like culverts, bridges,retaining walls and other structures comprising of brickmasonry, 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 For Regulator structure at ch 154.00 over river Lower Behula

32.2

10745

333.7

... More
Pumping out water from ponds or tanks (Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through percolation or otherwise) i) For Regulator structure at ch 154.00 over river Lower Behula

4378

54473

1244.24

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

6144

76446

1244.24

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

5472

68085

1244.24

... More
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.(a) 600 mm dia i) For Regulator structure at ch 154.00 over river Lower Behula

70

232570

3322.43

... More
( ii) For Regulator structure at ch 1741.5 over Drainage Gangur

75

246070

3280.93

... More
( iii) For Regulator structure at ch 1867.5 over Drainage Gangur

65

214066

3293.33

... More
Fabrication , supply, erection and commissioning of embeded parts consisting of seal beam, Guide channel with all accessories for vertical gate of canal/river made of MS material consisting of angle, channel, beam, plate, flat, etc. conforming to IS : 2062 - 2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machinaries , Manpower, Cutting, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting). Remarks: Cost for civil works to be taken from PWD (R) directorate seperatly Insert plate welded with J hook

1457.15

280647

192.6

... More
Seal Beam

626.98

107170

170.93

... More
Guide channel/Guide path/Top seal path

2712.48

466899

172.13

... More
Fabrication , Supply, erection and commissioning of new Slide type vertical lift regulator service gates of Canal/River as per IS: 5620 - 2000/Latest Revision consisting of skin plate, vertical and horizantal grider, stiffener etc. made of MS material consisting of angle , channel, beam, plate, flat, etc. conforming to IS : 2062 -2011/latest revision manufactured as per approved drawing and direction including cost of Materials, Machinaries , Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumables, Carriages and all overheads with all leads and lifts complete as per specification (without painting). Width of Gate shuteer size upto 2 metre

3299.67

516332

156.48

... More
Supplying, fitting & fixing of top runner by supplying, fitting and fixing of new Mild Steel Channel conforming to IS : 2062 ‐2011/latest revision with necessary Mild Steel lugs of required length and size by making hole into top of the civil structure and fixing with necessry masonery work with maintaining proper line and level as directed by the Engineerin‐ charge. The cost includes cost of materials, man power employed, cost of m.s materials, cost of civil works along with two coats of epoxy paint over two coats of zinc rich primer.

751.47

106739

142.04

... More
Cost for supplying and fitting fixing of bulb/musical node/J‐ type rubber seal (Make : Universal Moulders & Engineer/Popular Rubber Works (Pvt) Ltd/SAB Industries/Unique Polymer Works/equivelant approved make conforming to lS : 11855 -2011/Latest Revision) for different types of gate as per direction of E.I.C. The cost includes cost of man power employed for fitting fixing, cost of rubber seal, hire charges of tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading but excluding supply of ms clamp/ flat plate, bolts, nuts and washer. solid bulb: size- 40Ø 140 X 12 mm

13.05

34999

2681.88

... More
Cost for supplying and fitting fixing of Flat rubber seal (Make : Universal Moulders & Engineer/Popular Rubber Works (Pvt) Ltd/SAB Industries/Unique Polymer Works/equivelant approved make conforming to lS : 11855 -2011/Latest Revision) for different types of gate shutter as per direction of E.I.C. The cost includes cost of man power employed for fitting fixing, cost of rubber seal, hire charges of tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading but excluding supply of ms clamp/ flat plate, bolts, nuts and washer. 65mm x 12 mm.

13.05

37292

2857.62

... More
Cost for supplying and fitting fixing of angle type rubber seal (Make : Universal Moulders & Engineer/Popular Rubber Works (Pvt) Ltd/SAB Industries/Unique Polymer Works/equivelant approved make conforming to lS : 11855 -2011/Latest Revision) for different types of gate as per direction of E.I.C. The cost includes cost of man power employed for dismantling & fitting fixing, cost of rubber seal, hire charges of tools & tackles, scaffolding and safety equipments etc including carriage loading & unloading but excluding supply of ms clamp/ flat plate, bolts, nuts and washer. size: (88mm+60mm+08mm) x 14mm(thick)

34.41

82219

2389.38

... More
Supplying of M.S flat for clamping Rubber seal with hole as per direction of EIC

199.68

27160

136.02

... More
Supplying of M.S bolts with nut for clamping Rubber seal as per direction of EIC

20.92

2518

120.37

... More
Supplying, fitting & fixing of screw rod having square thread of 1.5/2 T.P.I, Material bright steel [EN‐8/EN9/forged Cl‐4 (45C8) as per IS :1875 1992/latest Revision]. dia and thread length as required and providing with a drilled hole of required dia on the other end after flattened and supplying with one no. bolt and nut of required size and all other components as required as per direction of Engineer‐In ‐ Charge. The cost includes cost of material, man power employed, consumables like cutting tools, emery paper, cloths, , hire charges of machineries, tools & tackles, grease, mobil etc including carriage loading & unloading as per direction of Engineer in charge. upto lengthabove 3metre upto 5 metre. upto lengthabove 3metre upto 5 metre.

875.89

163424

186.58

... More
Supply, installation, testing and commisioning of following items for hoisting system and gear box as mentioned below as per direction including cost of Materials, Machinaries , Manpower, Cutting, Machining, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting) SS-304 Lifting pin for draw shutter, ( S.S bolt and nut of size M 20 , length 200 mm, 3 no's) ( S.S bolt and nut of size M 22 , length 200 mm, 6 no's)

6.3

6196

983.44

... More
Supplying, fitting & fixing of screw hoisting arangement made of C.I. bottom plate , top plate, coller (free from any casting defects) with necessary holes on base plate and top plate to accomodate thrust bearing of suitable size as per approved drawing & design and as per direction of Engineer in charge. The cost includes cost of materials, man power employed for dismantling and fitting fixing, consumables like cutting tools, bolt & nuts of required size, hire charges of machineries, like lathe/shaping machine, grinding machine, drilling machine, tools & tackles etc including carriage loading & unloading but excluding the cost of lifting Nut/Bush, thrust bearing & wheel supplied seperately.

63.84

15446

241.95

... More
Supplying, fitting & fixing of C.I wheel in the screw hoisting system for lifting or lowering the draw shutter.The wheel consisting of suitable size hub to accomodate any size of G.M/C.I nut, rim dia 32mm and four nos arm made of minor dia 30mm. & major dia 36mm rod complete or as per approved drawing & direction of the Engineer‐in‐charge.The cost includes cost of materials, man power employed for dismantling and fitting fixing, consumables like cutting tools, welding rod, hire charges of machineries, like lathe machine, grinding machine, tools & tackles etc including carriage loading & unloading. Upto 60 cm. dia. Cast Iron wheel

85.95

14899

173.34

... More
Supplying, fitting & fixing Gun Metal Nut as per requirement having 1.5/2 T.P.I square thread for screw gearing arrangement, perfectly metting with the screw rod/gear rod for lifting the draw shutter as per direction of E.I.C. The cost includes cost of materials, man power employed, consumables like cutting tools, emery paper, cloths, , hire charges of machineries, tools & tackles etc including carriage loading & unloading.

10.78

18322

1699.65

... More
Bearing no.51111 (SKF)(Thrust bearing)

3

7417

2472.44

... More
Supplying, fitting & fixing of winch machine of 1.5 Ton capacity having compound gear train comprising of spur gears/pinions, worm/worm wheel of required nos, plummer/ pillow block , bush, shafts, MS frame, CI cover along with locking arrangement as per approved drawing ,Drawing no-4/TMD/Gate & direction of Engineer in charge. (Specification:- Hoist Capacity-1.5 Ton System- Double Reduction Gear and Double Strat- R.H Screw Rod of 65 mm nominal dia Worm Gearing Ratio: 4 : 40 Spur Pinion Ratio: 1 : 2.5 ( 18 : 45 ) Pitch of screw Rod - 12 mm Lift of the gate per minute- 18 cm Bearing - Single acting thurst bearing( SKF) Crank radius - 400 mm

6

302586

50431.02

... More
Supplying, fitting & fixing of M.S fabricated pedestal stool of suitable size, consisting of bottom plate, top plate, four nos legs etc febricated with suitable sizes m.s plate, m.s angle conforming to I.S 2062 of latest revision and as per approved drawing & direction of Engineer in charge. The cost includes cost of materials, man power employed for dismantling and fitting fixing, civil works consumables like cutting tools, gas, oxygen, welding rod, anchor bolt of required size, hire charges of machineries, like gas cutting set, welding set, tools & tackles etc including carriage loading & unloading.

479.78

80277

167.32

... More
Painting of embedded parts, all types of gates, stoplogs and barscreen/gratings etc on prepared surfaces with one coat of inorganic zinc silicate primer (airless s p r a y preferred)70+/ - 5 micron and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) including cost of all materials, labour, scaffolding etc., complete with all leads and all lifts.

170.29

13119

77.04

... More
Painting hoist structural components, tressle bridge ,crane, lifting beam, cat work bridge and other similar structure on prepared surfaces with two coats of zinc phosphate primer (airless spray preferred) 40 microns/coat and followed by two coats of synthetic enamel paint 25 microns/coat including cost of all materials, labour, scaffolding etc., complete with all leads and all lifts.

146.72

71880

489.91

... More
Painting hoist structural components, tressle bridge ,crane, lifting beam, cat work bridge and other similar structure on prepared surfaces with two coats of zinc phosphate primer (airless spray preferred) 40 microns/coat and followed by two coats of synthetic enamel paint 25 microns/coat including cost of all materials, labour, scaffolding etc., complete with all leads and all lifts.

23.58

8714

369.54



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