Irrigation And Waterways Department Tender

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Irrigation And Waterways Department Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date7 Dec 2024
Closing Date8 Jan 2025
Tender Amount₹ 26,56,56,366 
Notes
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Costs

Summary

Construction Of Embankment Along Right Bank Of River Muriganga From 15.950 Km. To 16.950 Km. (length 1000 M )

Description

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BOQ Items

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Earthwork in making new mbankment / ringbundh / retired embankment by excavation of earth from borrow pits in all kinds of soil including making berms and depositing the same in layers not exceeding 25cm. asper profile within an initial lead of 30 metre and lift of 1.5 metre including cost of nicking out lines,dug-belling, putting profiles, cutting and removing thick and thorny jungles, uprooting trees and stumps of all sizes upto30cm.,girth from the site alignment as perdirection of the Engineer-in-Charge including dewatering, removal of weeds ,carcasses, organicmatteretc., if any,breaking clods,rough dressing ,watering,ramming,compacting etc. complete. (Work to be executed on section measurement by pre-work & post-work level section). A) Where land for earth owned/arranged by the Department.

2800.54

140

393840

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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. complete as per direction of the Engineer-in-charge.

14521.99

96

1401953

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Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level)

64593.3

27

1770502

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Earthwork in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing spreading or stacking the spoils within a lead of 75 metre as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete.

-

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-

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Depth of excavation not exceeding 1,500 mm.

28608.44

14214

4066575

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Earthwork in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm including watering and ramming etc. Layer by layer complete. (Payment to be made on the basis of finished quantity of work) . A) With earth obtained from excavation of foundation.

17165.06

9241

1586261

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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) A) 25 mm to 30 mm shuttering without staging in foundation

1801.62

323

583401

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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. [Cement : PSC / PPC/OPC 33]

784

9876

7742980

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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) 1st. class brick ballast.

5751.29

2671

15364801

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Providing and laying pre-cast interlocked brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) without any protrusion 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).

1060.53

9271

9832821

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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 100 mm protrusion in staggered manner 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).

192.83

9785

1886999

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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). Note: Brick block pitching with protrusion should be as per the drawing no MISC 1236/2/2/(R-1)/24 dt 11-03-2024 of Central Design Office, I&W Dte.

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Brick Block size -53 Cm x 25 Cm x 53 Cm (H).

17398.05

8303

144464915

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Brick Block size -53 Cm x 25 Cm x 65 Cm (H).

1982.3

8303

16460023

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First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. A) In 1:4 proportion. [Cement : PSC / PPC/OPC 33]

132.5

8482

1123975

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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.

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-

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Soling or dry pavement with one brick-on-edge laid in herring bone pattern (thickness 125 mm.).

2370

883

2092994

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Single brick flat soling (thickness 75 mm.).

2370

525

1244795

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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 throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]. A) With 1:4 cement mortar; i) 20 mm thick plaster. [Cement : PSC / PPC/OPC 33]

250

292

73235

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Supplying Jhaw/Eucalyptus bullah piles at work site, including dressing and making one end pointed. Note: Diameter of pile to be measured at a distance of 1.5 m. from the thicker end. A) 15.0 cm. av. diameter.

69659.5

310

21618129

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Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and lacing 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 A) Where boats are not necessary; i) 15.00 cm of bullah. Note: Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.

51019.2

125

6384543

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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 15 cm i) Jhaw / Eucalyptus.

12522

148

1862397

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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.”

43902

31

1381157

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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).

43902

14

628238

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Extra rate for item no -20 above for each additional lead of 60 metre or part thereof over the initial lead of 30 metre.

43902

5

261656

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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. 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. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles.

9180

346

3177198

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Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, idth 1220 mm, Tensile strength 10 KN/m Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made in the basis of finished surface area of the slope).

14980

82

1242591

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Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).

14235

33

475022

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Supplying and tying in bundles with 12 SWG galvanized iron wire filling in specified are as in bundles and providing ties with half split bamboos fitted,fixed including lead upto 2km and alllifts,laying and placing complete as per direction of the Engineer-in-charge.(measurementtobe made on volume of each bundle) A) With bundles of brush wood.

333

97

32544



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