Water Resources Development Directorate Tender

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Water Resources Development Directorate - WRDD Tender

Works
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 9,64,520 
Notes
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Costs

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BOQ Items

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Registration Cost for WUA under suitable act (Society) deed writing including registration charge,conveyance cost &opening of Bank A/C etc

1

1200

1200

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Livelyhood plan / Micro plan formulation cost for minor irrigation scheme,cost including refreshment. Training materials. Transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charge (rate on meeting)

4

4000

1000

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Meeting and onsite demonstration for operation & maintenance of scheme water manangement and mode of collection of water tax, building of corpus fund etc

1

1000

1000

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IEC Materials (Leaflet, Poster, notebook) = 8 meetings, for SL-2 and SL-4

15

525

35

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Documentation Cost for activities of WUA Scheme -by still photography, report booklet etc in both hard and soft copy.

1

500

500

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Impact study & monitoring of Scheme by site visit of 2 Community workers during 3years'period

9

6300

700

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Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.

300

6900

23

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Excavation in ordinary soil/ mixed soil i.e clay mixed with moorum, kankar,pebbles/silt dry or moist/slushy silt/sticky soil for WDS/WHS/Reservoir /SFMIS etc with hydraulic excavater of required bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/disposal site within all lifts and leads upto 1000m including spreading, levelling disposed spoils at disposed area(mode of measurement : pre-work and post-work) Total excavated earthwork"A"-3297.55 Cum 40 % of "A" - 1319.02 Cum

1319.02

129263

98

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Excavation in gravel/ moorum/kankar/compact moorum very much weathered rock/sticky soil mixed with moorum or ghooting for WDS/WHS/Reservoir /SFMIS etc with hydraulic excavater of required bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/disposal site within all lifts and leads upto 1000m including spreading, levelling disposed spoils at disposed area(mode of measurement : pre-work and post-work) 40 % of "A" - 1319.02 Cum

1319.02

149049

113

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Excavation in soft weather rock/ soft laterite rocks for WDS/WHS/Reservoir /SFMIS etc with hydraulic excavater of required bucket capacity including cutting and loading in tippers trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/disposal site within all lifts and leads upto 1000m including spreading, levelling disposed spoils at disposed area(mode of measurement pre-work and post-work) 20 % of "A" - 659.51 Cum

659.51

89033

135

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Extra rate where land is to be arranged by the contractor on items no 11,12 & 13 for disposal of spoils

2657.55

29233

11

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Turffing with chorkata or durba grass sods 5 cm to 8 cm. thick in slope, crest, berms etc. of embankment,canals and drainage channels etc within a lead of 250 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 grown grass only).

240

6720

28

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Extra rate over item no 6 for each additional lead of 75 metre or part thereof beyond the initial lead of 150 metre upto 750 metre (A) Lead from 225 m upto 300 m

108

1080

10

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(B) Lead from 450 m upto 525 m

108

2700

25

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Earth work 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 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.

92.85

11074

119.27

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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

98.52

2364

24

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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. as per decision & direction of Engineer-In-Charge. ( for inlet,outlet, Bathing Ghat)

224.53

45579

203

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Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD drawing and Technical specifications. for 600 mm dia pipe

7.5

21482

2864.32

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Supplying RC spun pipe (NP2) and matching collar as per specification including carriage upto a distance of 50 Km from factory, loading, unloading and stacking properly at destination (Departmental stack yard/ site of work) inclusive of all taxes (a) for 22.5 cm 1.83 m long pipe

6

6534

1089

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collar

5

1245

249

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Labour charges for laying, fixing R.C Spun pipes with collars (NP2) canal banks, including caulking the joints of collars as and when necessary with jute bitumin / tar & cement mortar 1:3 including preparing subgrade carriage of pipes & collars 22.5 cm 1.83 m long pipe

10.98

751

68.4

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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. Pakur variety ( for inlet,outlet, Bathing Ghat)

50.88

274402

5393.14

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CI sluice valve with flanged ends drilled to as per IS 1358/62 and having all cast iron components as per IS 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq cm spindle nut valve and seat faces of hard wear reisting , manufactured from best quality gunmetal conforming to I.S 780/71 , painted black all over with asphalt base paint tested to 21 Kg (hygraulic pressure) per Sq cm valve opening to anticlockwise direction, fitted and fixed complete for 200 mm dia

1

14769

14769

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Construction of a Sign board of size 1.50 m x 1.20 m made of brick masonary (1:4) cement mortar 125 mm thick inside sourrounding with 250 mm x 250 mm thick out side, foundation depth 0.60 m, with 15 mm thick plaster(1:6). Lettering should be done with approved Black paint over Yellow Background complete as per direction of E-I-C.

1

3500

3500

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Add GST @18% ON (Sl No.10-27)

1

143222

143222.9

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Add labour welfare cess @ 1% on Total(Sl No.10-27) with GST

1

9389

9389.06



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