Water Resources Department Tender

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The WRD has issued a formal invitation for competitive bids for the Water Resources Department project, for Flood Protection Scheme For Dinjan Army Camp Along The Left Bank Of River Brahmaputra. Package 1 in Dibrugarh, Assam, with an estimated contract value of Rs. 21,28,89,207. The bid opening date for this tender is 22-08-2022 and the last date for bid submission is 13-09-2022. Interested bidders for Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Water Resources Department - WRD Tender

Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Aug 2022
Closing Date13 Sep 2022
Tender Amount₹ 21,28,89,207 
Notes
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Costs

Summary

Flood Protection Scheme For Dinjan Army Camp Along The Left Bank Of River Brahmaputra. Package 1

Description

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BOQ Items

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DO_NOT_SHOW

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M.S. washer (Assorted size)

2

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M.S. Nuts and Bolts for tool post, lock plate and washer

4

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Counter weight bolt 25mm x 600mm length

4

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Fabricated M.S. base plate, 600x600x10 mm

2

-

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Fabricated pulley stand for fixing 250mm dia pulley

4

-

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M.S. channel 200 x 75 mm for bottom channel

0.18

-

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Febrication and Field painting

2

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Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301

54

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Local carriage of porcupine members by Diesel truck of 10MT capacity including loading at stack yard and unloading and stacking at river bank for all lift complete as directed.

45756

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Emery Paper

2

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Black Paint

4

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Supply of Sewing Thread/Yarn PPMF Stitching Thread (2000 Den. Kaplon) i/c payment of taxes.

2049036

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Welding Googles

2

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L Bracket made of 10mm M.S. Plate for screw shaft

4

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

3.98

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Cutting torch

2

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M.S. separator stud 25mm dia x 75mm length

24

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (I.) Without Plasticiser (A.) P.C.C grade M 15

448.52

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M.S. Electrodes, 8 SWG

20

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Welding Mask with Handle

2

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Labour charge for laying and pitching earth filled cement bags including excavation and borrowing earth, breaking clods, filling in bags and supplying and stitching the mouth with jute sutli, etc. complete as directed. (cement bags will be supplied by the department free of cost). For borrowing earth from a distance beyond 30m. & up to 60m.

53572

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M.S. screw shaft pin, 19mm dia

2

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C.I. Grove pulley 200mm dia

4

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Temporary jigs and fixtures

2

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Carriage of 300 gsm Geo sheet of including loading & unloading, Stacking cost of P.O.L., etc. complete and including hire charge of truck with driver and handyman completed as directed.

72568.13

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Fabricated M.S. lock plate, 300x300x6 mm

2

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G.I. pipe 25mm for handle of Boss

6

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Gas Hose pipe (Green)

50

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G.I. thimble

8

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M.S. Nuts and Bolts 6mm dia x 37 mm length

8

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Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc complete..

5760

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Supply of Geo-textile bags of type-A (1.03 × 0.70M) inner to inner made of Geo-textile non-woven fabric sheets of 400 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653 : 2017 (i) Wide Tensile strength(MD) ≥20KN/m & Wide Tensile strength(CD) ≥20 KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% iv)Trapezoidal Tear Strength (MD) ≥450N & Trapezoidal Tear Strength (CD) ≥450N (v)CBR Puncture strength≥4000N (vi)Permittivity≥1.10s-1 (vii)Permeability≥40l/m2/sec (viii)AOS ≤75micron (ix) UV Resistance @500 hours etained Tensile strength (MD) & (CD) ≥ 80% (x)Mass≥400 gm/m² (xi) Thickness at 2 KPa≥3 mm (xii) Seam strength ≥80 % of actual fabric strength. Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge @ minimum 15 stitches per 100mm. (Bags are to be supplied of 100 numbers in a bundle, properly packed with each bag having proper tag with name of Manufacturer, Batch Number, the GSM and type of polymer encrypted and stitched on top corner and each bag is to be marked with “WRD Govt of ASSAM” to be printed distinctly. Test Certificate from approved NABL accredited and ISO (Certified Laboratory should invariably be submitted against each batch of material)

186276

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H.D. thrust bearing 50mm dia

2

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Gas Hose pipe (Red)

30

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M.S. washer

4

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Washing soap

2

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Guide roller M.S. shaft

8

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Kerosene oil

100

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Mobile

40

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C.I. Boss 200mm (L) x 150mm (D)

2

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Lock plate separator made of M.S. pipe 15mm dia x 50mm

8

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Overhead charge and contractor's profit

2

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M.S. screw shaft (60mm dia)

10

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Welding Glass (White)

2

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Supply of non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene (PP) fibre with minimum properties as per IS 16653: 2017 (i) Wide Tensile strength (MD) ≥15KN/m & Wide Tensile strength (CD) ≥15KN/m (ii) Elongation (MD) ≥50% & Elongation (CD) ≥50% (iii) Abrasion ≥95% (iv) Trapezoidal Tear Strength (MD) ≥340 N & Trapezoidal Tear Strength (CD) ≥340 N (v) CBR Puncture strength ≥3000 N (vi) Permittivity ≥1.25 s-1 (vii)Permeability ≥60l/m2/sec (viii)AOS ≤75micron (ix)UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥80% (x) Mass ≥ 300gm/m² (xi)Thickness at 2KPa ≥3mm. (Each Roll of Geo Fabric Sheet should be supplied in properly packed Bundles and should be marked with the Name of Manufacturer, Batch Number & its dimensions clearly on each roll with “WRD Govt of ASSAM” to be printed on it and mentioning properly the GSM and type of polymer and Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material).

72568.13

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Welding Gloves

2

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Marketing cost

2

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M.S. plate 6mm thick for anchoring

0.12

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W.B. Grease

2

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Red Oxide Metal Primer

30

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Construction and supply of Wire -netting box of size 1.50 m × 1.50 m × 0.45 m made with mechanically woven, double twisted, hexagonal shaped wire mesh with wire made of low carbon, high ductile MS wire with heavy class of galvanization woth an additional layer of PVC coating with mesh type of 10 × 12 as per EN 10223 & ASTM A975, mesh wire of 2.70 mm (I.D) /3.70 mm (OD) tensile strength of 450-500/mm2, edge wire slevdge around it at least 2.5 times, lacing wire (zinc PVC coated ) of 2.20mm (I.D) /3.20mm (OD), VC coating thickness of 0.50mm nominal, 0.38 mm minimum, Mesh opening size 150mm × 150mm and with average weight per unit being 12 kg with additional 3% of the weigth of box for lacing wire supplied separately, supporting the facing of the box with zinc coated steel wire of required length as directed, compling with ASTM and Europian norms.

6334

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Welding Helmet

2

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C.I. Counter weight

32

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M.S. channel for frame, horizontalgirders and vertical stiffners

1.68

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H.S.D. Oil

200

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J-Type rubber seal, 125mm

18.82

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Collection and supply of River silt by truck carriage free from debries and other foreign material payment of forest royalty if any, etc. (For initial Lead beyond 1/2 Km and upto 4.00 km for all lifts).

15647.18

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Acetylene Gas Cylinder

8

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Filling and laying in cage with silt filled Geo bags of size 1.03m X 0.70m excluding excavation of silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with silt having minimum weighing 126.00 Kg and minimum volume 0.084 cum after filling ,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly. in cages made of wire netting sheets of size 2.57x1.66m of 8G galvanized wire making the cage from 2 nos. of wire netting sheet by tying the projected wires complete as directed. (Geo Bag, Wire Netting Sheets and Polypropylene thread will be supplied by the department free of cost) Without Boat

76008

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Synthetic Enamel Paint (P/.O. Red)

30

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M.S. block sheet for plateform top 4mm

0.3

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Medium Jungles: Clearing medium jungles and trees upto 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed. (When 30% to 60 % of the area is covered by shrubs, trees etc.)

43170.6

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M.S. flat for Rubber seal, size

18.82

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J-Type rubber seal corner, 125mm

4

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Erection of equipments

2

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M.S. angle for ladder 50 x 50 x 6 mm

0.12

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Painting Brush, 3"

8

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Supply including installation, testing and commissioning of Solar Street light as per following specification and as directed by the Department. 15 W LED SOLAR STREET LIGHT (Conforming RDSO Specifications No. RDSO/PE/SPEC/PS/0093-2008(Rev 0) SYSTEM SPECIFICATION 15 W LED based luminaries/fixture (1500 Lumens – typical). LED Type: While High Powered LED’s 5500-6500 k temperature. Automatic Dusk to Dawn Operation independent standalone Solar Street Lighting System. Powered by a 12V, 80 Wp Solar PV Module confirming RDSO Part-I Approval & IEC 61215 Certification. (Model: TBP 1280/ 1280M). (make: TATA BP SOLAR or equipment). 12V, 75Ah @ C10, Tubular Plate Lead Acid Low Maintenance Battery with PP Container (make: TATA BP SOLAR or equipment). Battery Box made of M.S. fabricated with corrosion resistance paint. 6m height MS plate with corrosion resistance paint. Manufacturers Criteria: Must have ISO: 9001 & ISD: 14001 Certification. (As per Annexure A: Clause no. b, Page 10) Must have integrated production capacity of Solar PV Cell & Module. (As per Annexure A: Clause no. d, Page 10) SUGGESTED UNIT PRICE Unit Cost without installation & commissioning)

191

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Fabricated pulley stand for fixing 200mm dia pulley

4

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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301.

304

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Steel wire brush

16

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M.S. supporting channe 3.5 x 1.2 x 4.00 M

0.06

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Pulley Pin

4

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U Clamp for 16mm dia wire rope

16

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Fabricated G.I. Pipe 25mm for separator bolt

24

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Guide roller M.S. bracket

8

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Supply of Pre stressed Cement Concrete (PSC) Porcupine members of size 0.10m X 0.10mX 3.00m with M-30 grade of cement concrete conforming to IS 1343 : 2012 using super-plasticizer @1.2 lit/bag of cement with graded broken coarse aggregates up to 20mm size down conforming to IS 10262:2009 & IS 456:2000 and reinforced with 4 Nos. of 4 mm dia high tensile steel wire cable with necessary cover and 4mm high tensile stirrups at 250mm C/C, in conformity with IS-6403:R2002 and stressed to required strength not exceeding 9.18 N/mm, holes of 16 mm dia at 50 cm inside from both ends in the same face and in either face of post another 2 Nos. of holes of size 16 mm dia at 65mm inside from both ends including properly curing for 21 (twenty one) days and carriage of porcupine members from factory to the stack yard within a distance up to 20 Km including loading, unloading & stacking complete as directed. (Including forest royalty and all taxes as admissible)

45756

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M.S. cross channel 100 x 50 x4.7 mm

0.24

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Oxygen Regulator

2

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Cutting cost

2

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Installation & Commissioning

191

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Oxygen Gas Cylinder

16

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M.S. plate for skin plate of shutter of 10mm thick

1.26

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Steel wire rope 16mm dia (Tested quality)

30

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Welding Holder, 600 Amp

2

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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without Plasticiser (E) RCC Grade M20 (a) Height upto 5m (i) Using concrete mixer

484.94

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C.I. Guide roller

8

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C.I. Grove pulley 250mm dia

4

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M.S. for ralling post 50 x 50 x 6 mm

0.14

-

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Acetylene Regulator

2

-

-

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Hacksaw blade

2

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G.P. Thinner

40

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Waste cotton

2

-

-

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Fabricated M.S. tool plate, 300x300x10 mm

2

-

-

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Fabricated M.S. tool post made of 75x75x6 mm angle

2

-

-

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G.I. pipe 25mm for railling

34.8

-

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Reinforcement : Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

53.39

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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without Plasticiser (F) RCC Grade M25 (a) Height upto 5m (i) Using concrete mixer

591.84

-

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Transportation of materials up to the work site

2

-

-

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M.S. Electrodes, 10 SWG

20

-

-

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Welding Glass (Black)

2

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-

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Felling trees including uprooting roots and stumps upto 50 cm. below ground, cutting into pieces and removing the same from the site of work as directed. Trees above 0.50m and upto 1m girth:

238

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-

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Labour charge for laying Geo fabric sheet as filter bellow pitching including anchoring and complete as directed.

69112.5

-

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Counter weight fixing nut and bolt

8

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Earth work in embankment by truck carriage in ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4cm cube, dressing as per design section including payment of forest royalty if any, etc. complete as directed. (10% deduction will be made from the section measured quantities of the completed and compacted on account of shrinkage) For initial lead beyond ½ Km and upto 4Km and for all lifts

139837.28

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Rubber bostic, 100 ml packet

8

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 500 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.

54

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1' bolt

2

-

-

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M.S. guide channel

1.38

-

-

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Nylon rope, 25mm dia

30

-

-

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Serviceable empty cement bags

53572

-

-

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RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. (b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

6336

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Labour charge for launching of PSC Porcupine including carriage of PSC porcupine members of size 0.10m × 0.10m × 3.00m from the stack yard to the place of launching ,erection of the Porcupine with 6 (six) members properly, supply & fitting/fixing with 12 mm dia 25 Cm long M.S. Nuts and bolts and launching the porcupine properly as directed. (Lead up to 150 m) Launching with boat.

6426

-

-

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Welding cable 600 Amp

30

-

-

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M.S. Nuts and Bolts (Assorted size)

6

-

-

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Carriage of Geo Bags of size 1.03 x 0.70 m including loading & unloading, Stacking, etc. complete and including hire charge of truck with driver and handyman cost of POL etc. completed as directed.

186276

-

-

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M.S. channel 200 x 75 mm for top channel

0.68

-

-

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Filling and laying of Geo bags of size 1.03m X 0.70m excluding excavation of silt from flood plain or adjacent chars within a distance of 90m of the work site, filling geo bags with silt having minimum weighing 126.00 Kg and minimum volume 0.084 cum after filling ,double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle double stitched machine, stacking the same in batches of 100, carrying the same to the dumping site including all handling charges and local carriage within a distance of 150m and laying properly as directed. (Silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost). Without Boat

110268

-

-

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2nd stage concreting, Civil works for guide channel and bottom channel installation

2

-

-

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White Paint

4

-

-

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Providing soling in foundation, under floor or as directed with best quality picked jhama brick, laid to level and in panel after preparing the base as directed including all labour and materials and if necessary dewatering, complete.

820

-

-

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Earth work in excavation of drainage channel to the proper grade and slopes as required including depositing the excavated debris/soil to a safe distance of minimum 50 m distance as directed. Normal Soil

3562.5

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