Water Resources Development Directorate Tender

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Water Resources Development Directorate - WRDD Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date16 Dec 2024
Closing Date30 Dec 2024
Tender Amount₹ 3,97,823 
Notes
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Costs

Summary

Nit No. 16/24-25/jal(ai)div/group-1 To 3

Description

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BOQ Items

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Filling in foundation or plinth by fine sand in layers not exceeding 150 mm. as directed and consolidating the same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on finished quantity )

12.8

75

964.99

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Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

15

324

4860

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Cement concrete with graded stone ballast or local gravel 40 mm down excluding shuttering in ground floor. NB Variety (a) 1 : 3 : 6 Proportion

1.75

3575

6256.57

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Brick work with 1st Class Bricks in cement mortar (1 : 6) (a) In Foundation & Plinth

15

4849

72748.2

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(b) In superstructure, ground floor.

3

5072

15218.64

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125 cm. thick brickwork with 1st class bricks in cement mortar (1 : 4) in ground floor.

10

666

6663.3

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Hire and labour charges for shuttering with centreing and necessary staging upto 4 metre 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. thick wooden shuttering as per decision & direction of Engineer- In-Charge.

10

328

3280

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Reinforcement for reinforced concrete work in all sorts of structure including distribution bars, stirrups, binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every inter section complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor /upto 4m. a) Other Manufacturers not specified

0.09

57230

5150.75

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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. (b) River Bazree

3.5

5515

19302.78

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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. (b) River Bazree

1.8

4854

8738.82

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course ,scaffolding /staging where necessary (ground floor). (A) with (1:6) cement mortar. (i) 20 mm. thick plaster. (Inside wall of Room, Gravel chamber etc.)

12

157

1891.8

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(ii) 15 mm. thick plaster. (Outside wall of Room, Steps etc.)

112

138

15509.76

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(B) with (1:4) cement mortar. (i) 10 mm. thick plaster. (Ceiling, Sunshade, R.C.C Column etc.)

14

123

1728.72

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Neat cement punning about 1.5 mm. thick in wall dado, window sills , floor, drain etc. Note: Cement 0.152 cum.per 100 sqm.

136

32

4449.92

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Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame excluding cost of concrete ,Iron butt hinges and MS clamps.(The quantum should be corrected up to three decimals.) (Sal ; Siliguri)

0.15

81936

12290.4

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Z-batten shutters of door and window as per design having tongued and groove-half lap jointed as per direction of the Engineer-in-Charge including fitting and fixing shutter in position, but excluding the cost of hinges and other fittings in ground floor. (a) shutters with 25 mm. thick planks, 19 mm. thick battens. i) Gamar/Badam

2.2

2616

5755.2

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White washing including cleaning and smoothening surface thoroughly (b) Two coats (to be done on specific instruction).

56

18

1015.84

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Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly ( plastered or concrete surface) as per manufacturer's specification. iii) Two coats

92

49

4508

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(b) Priming one coat on timber or plastered surface with synthetic ename oil bound primer of approved quality including smoothening surface by sand papering etc.

14

38

532

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Painting with best quality synthetic enamel paint of approved make and brand including smoothenig surface by sand papering etc. including using of approved putty etc. on the surface if necessary. (a) On wooden or plastered surface. With other than hi-gloss. Two coat (with any shade except white)

14

81

1134

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(b) On Steel or other metal surface. With other than hi-gloss. Two coat (with any shade except white)

1.2

79

94.8

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Artificial stone in floor, dado, staircase etc. with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners. including racking out joints or roughening of concrete surface and application of cement slurry before flooring works ,using cement @ 1.75 kg/sq.m all complete including all materials and labour In ground floor .3 mm thick topping using grey cement. a) 25 mm thick

14

261

3665.2

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25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item NO 60,polymer based paint as per item 59 (a) ofSection (C).

3.4

190

646.44

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Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed.The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete

220

99

21782.2

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Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not 2 exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished .quantity of work.)

140

66

9241.4

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Laying of UPVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge. ii)200 mm.dia

100

10

1084

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iii)140 mm. dia

100

10

1014

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Taking out the damaged R.C.C Pipe and 2 nos collars by dismantling two joints carefully, carrying & stacking the same near the pump house Carrying the new pipe & collars from the field stack,lowering the same within the trench c)225mm dia R.C.C pipe

100

115

11598

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Taking out the damaged R.C.C Tee and 3 nos collars by dismantling three joimts carefully, carrying & stacking the same near the pump house Carrying the new R.C.C tee & collars from the field stack,lowering the same within the trench,properly positioning & levelling on brick laid flat,filling the annular space between pipe fitting & collars with jute braiding dipped in cement slurry, grouting with cement & sand morter(1:2) mixed with approved quality water proofing compound (5% by wt. of cement) & curing all complete as per direction of Engineer-In-charge. c)225x225x225 mm dia RCC Tee

32

162

5190.08

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Repairing of leakage in collar joints of RCC pipe line by opening the joints fully by chipping out the oid morter, cleaning the pipe recesses and collar properly, and thereafter positioning and levelling the pipes and collar, filling the annual spaces of joints with jute braiding dipped in cement slurry and grouting with (1:2) cement morter mixed with approved quality water proofing compound (5% by wt. of cement) and curing all complete as per direction of Engineer-in-Charge c)225 mm dia R.C.C pipe

60

67

4073.4

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Jointing the end of 150 mm dia M.S extension pipe for spout chamber with 150mm end of RCC tee incl.carrying the M.S extension pipe from store to site.levelling & positioning the end of extension pipe concntrically with 150mm end of RCC Tee on brick laid flat within the field trench & jamming the joints with cement conc.(1:2:4) with stone chips 10mm down mixed with approved water proofing compound 5% by wtof Cementof adequate thickness to provide a leak proof jointas per direction of Engineer-In-caharge(cost of bricks for levelling is included)

64

81

5189.76

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Jointing plain end of300mm/200mm/150mm dia M.S special bend from surge tank/shoremanifold with underground RCC pipelines of 450mm/300mm/225mm dia by jamming with cement conc(1:2:4) with 10mm down stone chips mixed with approved water proofing compound(5% by wtof cement) of adequate thickness to provide a leakproof joint incl carryng the special bend from departmental stor to site, curing etc. as per direction of Engineer-In-charge.

24

83

2014.08

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Plugging the open end of 450mm/300mm/225mm/150mm R.C.C pipe line with cement concrete(1:2:4) with stone chips 20 mm down mixed with water proofing compound (5% by wt of cement) & curing all complete as per direction of E.I.C.a)225 mm dia R.C.C pipe

16

188

3017.44

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Fitting ,fixing of M.S/ GI/CI Accessories & special in pipe line (accessories & special to be supplied departmentallly) incl. suppply of jointing materials viz rubber insertion,nuts,havoc zinc (zinc oxide) complete as per direction of Engineer-in-Charge. iv)150 mm dia Sluice valve

18

54

984.42

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v)150 mm dia CI NTP/Alfa alfa valve

30

54

1640.7

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viii) 150 mm dia M.S Riser pipe with flaged end

30

49

1470.9

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b) Removing of Chokage due to sludge, mud, sand or any other forign materials deposition from the underground 450 / 300 / 225/ 150 mm dia. R.C.C. Pipe Line with split bamboo, wire brush, coir rope etc. along with suitable cleaning agent as necessary as per direction of E.I.C. (This item includes cost of earth cutting & back filling of trenches and required materials for cleaning but excluding the cost for taking out 1 full length of RCC Pipe by dismantling of 2 nos. of Collars & re-fitting the RCC pipe with new two nos. collar). iii) For 225 mm dia. RCC Pipe

300

38

11598

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Welding in M.S. structural works with Gas or Electric (b) Continuous weld

1500

9

13500

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Labour charge for replacement of damage P.V.C. Pipe of any length in the Pipe line of HDTW / MDTW / RLI with a new piece of pipe to be issued departmentally after taking out the damage pipe from the existing pipe line by cutting with hacksaw and joining ii) 200 mm dia P.V.C. pipe

24

249

5997.12

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iv) 140 mm dia P.V.C. pipe

48

199

9595.68

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Repair of puncture/holes of any size in existing P.V.C. Pipeline of HDTW/MDTW/RLI by placing half round P.V.C. Pipe section of required size to cover the holes/ puncture having adequate bearing on all sides and joining the half round section with solvent ii) 200 mm dia P.V.C. pipe line

32

83

2685.44

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iii) 140 mm dia P.V.C. pipe line

32

59

1901.12

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Labour chargs for fitting, fixing 150 mm dia Alfa-alfa valve with 160 mm dia P.V.C riser pipe with the help of P.V.C tail piece by jointing the P.V.C end of tail piece & Alfa -alfa valve with rubber insertion,nuts-bolts etc complete.

24

112

2693.04

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Labour charges for fitting, fixing 200x200x160 mm,140x140x160 mm PVC Tee with 150 mm dia M.S extension piece by using PVC tail piece.

24

112

2693.04

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Labour charges for fitting, fixing 160 mm dia PVC riser pipe with 150 mm dia MS 90 dgree bend by using PVC tail piece.

24

112

2693.04

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Labour charges for fitting, fixing M.S special bend with 160mmx200mm dia PVC Reducer with flanged tail piece by jointing PVC end of tail piece & 160 mm end of reducer with coupler & flanged end of tail piece & special bend with Rubber insertion, nut-bolts complete.

18

112

2019.78

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Removing of Chokage due to sludge, mud, sand or any other forign materials deposition from the underground 110 / 140 / 200 / 315 mm dia. P.V.C. Pipe Line with split bamboo, wire brush, coir rope etc. along with suitable cleaning agent as necessary as per direction of E.I.C. (This item includes the cost of earth cutting & back filling of trenches and required materials for chokage cleaning but excluding the cost for replacement & jointing of PVC pipes). ii) For 200/140/110 mm dia PVC Pipe

180

31

5601.6

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Additional cost of carriage of constructional materials for repair & maintainance of one HDTW/DTW PIPE LINE @ 4% of total except for earthwork in excavation and filling. (from item no-25 to 41)

98254.64

-

3930.19

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GST 18 %

1

60083

60083.93

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CESS 1 %

1

3938

3938.84



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