Water Resources Development Directorate Tender

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Water Resources Development Directorate - WRDD Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date20 Jan 2025
Closing Date4 Feb 2025
Tender Amount₹ 13,63,794.58 
This is an estimated amount, exact amount may vary.
Notes
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BOQ Items

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UPVC Coupler/Socket (Class-2) IS 10124(Part-1 & 2)/1988 with latest ammendment ivory grey coloured . e. 110 mm. Dia. Coupler [ Note: These materials are available in the sub-divisional store and may be utilised. ]

50

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UPVC Coupler/Socket (Class-2) IS 10124(Part-1 & 2)/1988 with latest ammendment ivory grey coloured . d. 140 mm. Dia. Coupler [ Note: These materials are available in the sub-divisional store and may be utilised. ]

10

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-

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140 mm dia UPVC equal tee (CL-II) IS: 10124(Part 5)/1988 with latest amendments. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

3

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-

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110 mm dia UPVC equal tee (CL-II) IS: 10124(Part 5)/1988 with latest amendments. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

9

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-

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140 mm dia UPVC 900 Bend(CL-II) IS: 10124(Part 8)/1988 with latest amendments. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

2

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-

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140 mm dia UPVC 600 Bend(CL-II) IS: 10124(Part 8)/1988 with latest amendments. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

2

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-

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110 mm dia UPVC 900 Bend(CL-II) IS: 10124(Part 8)/1988 with latest amendments [ Note: These materials are available in the sub-divisional store and may be utilised. ]

20

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-

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110 mm dia UPVC 600 Bend(CL-II) IS: 10124(Part 8)/1988 with latest amendments. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

8

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-

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Straight Reducer 140 x 110 mm (CL-II) IS: 10124(Part )/1988 with latest amendments. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

5

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-

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110 mm dia F.T.P. as per IS 4985/2000 and Class -II. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

9

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-

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140 mm dia F.T.P. as per IS 4985/2000 and Class -II. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

2

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-

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Solvent Cement as per IS 14182/1994 with latest amendments. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

5

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-

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B. P.V.C. pipes & strainers for installation of tube well : Casing Pipes ISI marked - IS 12818 a. 250 mm dia. 12.5 mm thick CM [ Note: These materials are available in the sub-divisional store and may be utilised. ]

48

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B. P.V.C. pipes & strainers for installation of tube well : Casing Pipes ISI marked - IS 12818 b. 150 mm dia. 7.5 mm thick Medium [ Note: These materials are available in the sub-divisional store and may be utilised. ]

122

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-

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B. P.V.C. pipes & strainers for installation of tube well : Casing Pipes ISI marked - IS 12818 d. 150 mm dia. 7.5 mm thick Screen Ribbed (Medium) [ Note: These materials are available in the sub-divisional store and may be utilised. ]

30

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B. P.V.C. pipes & strainers for installation of tube well : Casing Pipes ISI marked - IS 12818 f. 250 x 150 Socket (CD) [ Note: These materials are available in the sub-divisional store and may be utilised. ]

1

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-

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C. Galv. M.S. accessories : GI Set for DistributionChamber, All material ISI marked. e) Tripod set for MDTW [ Note: These materials are available in the sub-divisional store and may be utilised. ]

1

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-

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Valves & Other Accessories : C.I. Sluice Valve ISI marked - IS 14846 a) 150 mm dia. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

3

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-

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Alfa Alfa Valve (nipple type) as per IS 210 b) 100 mm (type-D) [ Note: These materials are available in the sub-divisional store and may be utilised. ]

9

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-

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Galv. MS Flanged Pipe ISI marked - IS:1239 a) 150 mm. dia. (4.8 mm) [ Note: These materials are available in the sub-divisional store and may be utilised. ]

6

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Galv. MS Column Pipe, ISI marked -1239 d) 125 mm NB column pipe one end screwed & other end welded with non standard flange.(3 m long) BOTTOM . As per Annexutre F & technical specification -3. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

1

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-

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Galv. MS Column Pipe, ISI marked -1239 e) 125 mm NB column pipe both end welded with non standard flange.(3 m long) MIDDLE . As per Annexutre F & technical specification -3. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

12

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Galv. MS Column Pipe, ISI marked -1239 f) 125 mm NB column pipe one end welded with non standard flange & other end welded with standard flange.(3 m long) TOP . As per Annexutre F & technical specification -3. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

1

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-

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GI Holding Clamp-IS 1239 b) 125 mm dia. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

1

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Foundation bolt for Distribution chambers (Quadruped & Tripod sets) manufactured from 20 mm nominal diameter MS Rod as per IS -2062/1992. Total length of the bolt is 375 ± 10 mm having welded head 80 ± 10 mm in length & 20 mm in nominal diameter witj nut & 2 nos washer (As per Annexure - E) . The average weight of such bolts to be1.1 kg per bolt with tolerence in weight of each bolt @ ± 10 %. [ Note: These materials are available in the sub-divisional store and may be utilised. ]

20

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MS hexagonal head bolts & Nuts bearing IS - 1363 (Part -I) / 1992 of product Grade - C with latest amendments for bolts & IS 1363 (part - 3) / 1992 of product grade - C with latest amendments for nuts properties / class for bolts - 4.6 & for nut - 4.5. Both bolts & nuts are to be duly ISI certification marked. i) M-20x80 mm

17

143

2443.75

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MS hexagonal head bolts & Nuts bearing IS - 1363 (Part -I) / 1992 of product Grade - C with latest amendments for bolts & IS 1363 (part - 3) / 1992 of product grade - C with latest amendments for nuts properties / class for bolts - 4.6 & for nut - 4.5. Both bolts & nuts are to be duly ISI certification marked. ii) M-20x100 mm

7

143

1006.25

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MS hexagonal head bolts & Nuts bearing IS - 1363 (Part -I) / 1992 of product Grade - C with latest amendments for bolts & IS 1363 (part - 3) / 1992 of product grade - C with latest amendments for nuts properties / class for bolts - 4.6 & for nut - 4.5. Both bolts & nuts are to be duly ISI certification marked. iii) M-16x65 mm

12

143

1725

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MS hexagonal head bolts & Nuts bearing IS - 1363 (Part -I) / 1992 of product Grade - C with latest amendments for bolts & IS 1363 (part - 3) / 1992 of product grade - C with latest amendments for nuts properties / class for bolts - 4.6 & for nut - 4.5. Both bolts & nuts are to be duly ISI certification marked. iv) M-16x80 mm

16

143

2300

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MS hexagonal head bolts & Nuts bearing IS - 1363 (Part -I) / 1992 of product Grade - C with latest amendments for bolts & IS 1363 (part - 3) / 1992 of product grade - C with latest amendments for nuts properties / class for bolts - 4.6 & for nut - 4.5. Both bolts & nuts are to be duly ISI certification marked. v) M-16x50 mm

9

143

1293.75

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D. Pump-motor & other accessories : 300 mm dia Compressed Asbestos Fibre jointing made from 5 mm thick red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71.(Table 5)

2

437

874

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Supply of rubber insertion 5 mm thick with proper reinforcement 2 PLY conforming to IS 638 / 79 with ISI marked with latest amedments suitable for raised surface of MS flange as per IS 6392/71 (Table - 5,11& 17)red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71. 150mm.dia( Table -17)

8

80

640

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Supply of rubber insertion 5 mm thick with proper reinforcement 2 PLY conforming to IS 638 / 79 with ISI marked with latest amedments suitable for raised surface of MS flange as per IS 6392/71 (Table - 5,11& 17)red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71. 150mm.dia( Table -5)

8

80

640

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Supply of rubber insertion 5 mm thick with proper reinforcement 2 PLY conforming to IS 638 / 79 with ISI marked with latest amedments suitable for raised surface of MS flange as per IS 6392/71 (Table - 5,11& 17)red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71. 125 mm dia( Table-17)

3

72

216

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Supply of rubber insertion 5 mm thick with proper reinforcement 2 PLY conforming to IS 638 / 79 with ISI marked with latest amedments suitable for raised surface of MS flange as per IS 6392/71 (Table - 5,11& 17)red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71. 100 mm dia.(Table-17)

9

56

504

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Supply of rubber insertion 5 mm thick with proper reinforcement 2 PLY conforming to IS 638 / 79 with ISI marked with latest amedments suitable for raised surface of MS flange as per IS 6392/71 (Table - 5,11& 17)red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71. 80 mm.dia(Table-17)

1

55

55

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Supply of rubber insertion 5 mm thick with proper reinforcement 2 PLY conforming to IS 638 / 79 with ISI marked with latest amedments suitable for raised surface of MS flange as per IS 6392/71 (Table - 5,11& 17)red jointing sheet as per IS 2712 / 1998 grade W/3 FYSAX AMJ 321. Gasket for raised surface of MS Flange as per IS 6392/71. 210 OD, 127 ID, 180 PCD & 18 mm dia. 8 nos hole

11

133

1463

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Electrical Materials - IS 60947 Bus Bar Chambers b) 63 A

1

6980

6980

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Switch Fuse Unit, ISI marked, IS 60947 e) 100A Switch Fuse Unit TPN

1

15267

15267

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MOTOR CONTROLLER - IS 60947 g. 3Ø electromagnetic Star- Delta starters for 17.5 HP motor

1

22230

22230

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Submersible Pump Set,, ISI marked - IS 8034 e) [80-60 m3 / hr, 30-39 m] (250 mm), NRV - 5".

1

67766

67766

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3C Flat water proof Cu. Cables ISI marked-IS 694 d) 3C X 6.0 Sq.mm [ Note: These materials are available in the sub-divisional store and may be utilised ]

90

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Drilling & Development ,for a depth of 200 m . Drilling of bore hole 45.72 cm dia through any kind of soil by adopting any method of drilling (direct or reverse circulation rotary) upto required depth including digging trenches and pits etc. all complete. (i) Upto 30 metre below G.L.

30

1161

34851.3

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Drilling & Development ,for a depth of 200 m . Drilling of bore hole 45.72 cm dia through any kind of soil by adopting any method of drilling (direct or reverse circulation rotary) upto required depth including digging trenches and pits etc. all complete. (ii) beyond 30 metres and upto 60 metres.

30

1151

34540.2

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Drilling & Development ,for a depth of 200 m . Drilling of bore hole 45.72 cm dia through any kind of soil by adopting any method of drilling (direct or reverse circulation rotary) upto required depth including digging trenches and pits etc. all complete. (iii) beyond 60 metres and upto 90 metres.

30

1172

35162.4

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Drilling & Development ,for a depth of 200 m . Drilling of bore hole 45.72 cm dia through any kind of soil by adopting any method of drilling (direct or reverse circulation rotary) upto required depth including digging trenches and pits etc. all complete. (iv) beyond 90 metres and upto 120 metres.

30

1182

35473.8

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Drilling & Development ,for a depth of 200 m . Drilling of bore hole 45.72 cm dia through any kind of soil by adopting any method of drilling (direct or reverse circulation rotary) upto required depth including digging trenches and pits etc. all complete. (v) beyond 120 metres and upto 150 metres.

30

1192

35784.9

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Drilling & Development ,for a depth of 200 m . Drilling of bore hole 45.72 cm dia through any kind of soil by adopting any method of drilling (direct or reverse circulation rotary) upto required depth including digging trenches and pits etc. all complete. (vi) beyond 150 metres and upto 175 metres.

25

1306

32673.25

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Drilling & Development ,for a depth of 200 m . Drilling of bore hole 45.72 cm dia through any kind of soil by adopting any method of drilling (direct or reverse circulation rotary) upto required depth including digging trenches and pits etc. all complete. (vii) beyond 175 metres and upto 200 metres.

25

1348

33710.5

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Electrologging of bore hole of different dia tubewell for locating water bearing strata and saline aquifer, if any, after conducting relevant geophysical tests. All test reports and compiled data sheets should be submitted to Engineer-in-Charge (Cost is inclusive of all materials, labour & compilation of data sheets. The work should be done as per direction of Engineer-in-charge including compilation of data.)

1

8015

8015.08

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(b) Supplying, Fitting, fixing the following UPVC fittings of PVC-U conforming I.S. 12818 & lowering in position etc. as directed by the Engineer-in-Charge. (ii) M. S. centre guide (consisting of three nos., not less than 450 mm long & 125 mm rise of arch) of approved quality with two nos. M. S. clamp suitable for PVC-U pipes.

4

235

942.96

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(b) Supplying, Fitting, fixing the following UPVC fittings of PVC-U conforming I.S. 12818 & lowering in position etc. as directed by the Engineer-in-Charge. (iii)150 mm DN PVC-U end cap.

1

273

273.46

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(b) Supplying, Fitting, fixing the following UPVC fittings of PVC-U conforming I.S. 12818 & lowering in position etc. as directed by the Engineer-in-Charge. (iv) 250 mm DN PVC-U top cap.

1

532

532.77

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Labour charges for lowering of PVC-U pipes, strainers, blank pipe etc. and fitting, fixing and jointing of tubewell assembly at sites by threading etc. as per direction of Engineer-in-Charge. (i) 150 mm NB Blank Pipe, Slotted pipe & Bottom Plug.

152

145

22073.44

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Labour charges for lowering of PVC-U pipes, strainers, blank pipe etc. and fitting, fixing and jointing of tubewell assembly at sites by threading etc. as per direction of Engineer-in-Charge. (ii) 250 mm NB Housing pipe

48

297

14257.44

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Supply of gravel for use as pack in tube well of 2 mm to 4 mm. size (as per IS: 4097) and gravel treatment of tubewell including screening, washing, cleaning etc. of the gravels at the site, all complete as per direction of the Engineer-in-Charge. (i) For sites within 4 km from all weather metal road. b) For South Bengal District.

27

2699

72873

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Development of tubewell in accordance with IS: 2800 (part 1) and IS: 11189 to establish maximum rate of usable water yield without sand conent beyond permissible limit with required capacity of compressor ( about 150 psi, 300 cfm Aircompressor, actual psi and cfm depend on tube well head conditions), running the compressor for required time till well is fully developed and followed by development of tube well by over puming with 15% to 25% higher discharge than expected discharge of tube well capacity Vertical Trubine pump and dismentling the same after successful completion of tests, all complete. (i) Depth upto 120 metre

1

30167

-

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Development of tubewell in accordance with IS: 2800 (part 1) and IS: 11189 to establish maximum rate of usable water yield without sand conent beyond permissible limit with required capacity of compressor ( about 150 psi, 300 cfm Aircompressor, actual psi and cfm depend on tube well head conditions), running the compressor for required time till well is fully developed and followed by development of tube well by over puming with 15% to 25% higher discharge than expected discharge of tube well capacity Vertical Trubine pump and dismentling the same after successful completion of tests, all complete. ii) Depth beyond 120 metre and up to 200 metres.

1

35243

35243

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Mobilisation charges for transporting upto site including loading, unloading of all plants, machinaries & equipments required for drilling, development and testing of Tubewells and also the cost of construction temporary roads over field and / or culverts, repairing existing roads and / or culverts all complete, carrying materials on head load, carts or boats as the case may be :- (i) For sites within 4 km from all weather metal road.

1

7625

7625.64

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B. Construction of Pump House. 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.

15.81

119

1885.3

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

39.91

344

13728.01

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Cement concrete with graded stone ballast (40 mm size excluding shuttering). In ground floor (a) 1:3:6 proportion

4.5

5042

22678.28

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Brick work with 1st class bricks in cement mortar (1: 6) (a) In foundation and plinth

8.07

5095

41106.86

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Brick work with 1st class bricks in cement mortar (1: 6) (b) In superstructure, ground floor

12.54

5317

66691.76

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Add extra for basement and each additional floor over the rate for ground floor on item Nos. 4 (b) In superstructure, ground floor

1.29

111

143.63

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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

0.89

697

617.31

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Earth work 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 measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

5.27

77

408.56

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

6.64

375

2489.89

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Hire and labour charges for shuttering with centreing 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, 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.

45.23

321

14517.55

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Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) (d) Extra for works beyond the roof of ground floor per additional floor.

4.25

18

76.5

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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 relevent IS codes. (d) With local hard blackstone variety chips (crusher broken) In ground floor :

4.9

4191

20541.22

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Add extra over the rate of ground floor for basement and each additional floor above ground floor for item no. 9. (i) upto 4 th floor.

0.32

95

30.31

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and 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 and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel III. OTHER MANUFACTURERS NOT SPECIFIED Rods/HYSD/Fe 415/Fe 500/Fe 500 D

0.58

53040

30604.24

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and 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. (b) Extra for works beyond the roof of ground floor/initial 4 m. (i) Upto 4 th floor roof in each addl. Floor

0.04

43

1.63

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Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground floor Flash butt welded windows and ventilators (no shop priming will be allowed to facilitate inspection of workmanship) Without integrated grills. (b) Openable steel windows as per IS sizes with side hunge shutters and horizotal glazing bars, with or outhout fixed type ventolators ( the extra rate admissible for the openable portion only.)

4.8

2199

10555.2

... More
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground floor Flash butt welded windows and ventilators (no shop priming will be allowed to facilitate inspection of workmanship) Without integrated grills. (b) Openable steel windows as per IS sizes with side hunge shutters and horizotal glazing bars, with or outhout fixed type ventolators ( the extra rate admissible for the openable portion only.) Extra over item no. 11 (b) for, (iv) Two point nose steel handle including fitting and fixing.

8

50

400

... More
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground floor Flash butt welded windows and ventilators (no shop priming will be allowed to facilitate inspection of workmanship) Without integrated grills. (b) Openable steel windows as per IS sizes with side hunge shutters and horizotal glazing bars, with or outhout fixed type ventolators ( the extra rate admissible for the openable portion only.) Extra over item no. 11 (b) for, (vi) steel peg stay 300 mm long including fitting and fixing.

8

35

280

... More
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground floor Flash butt welded windows and ventilators (no shop priming will be allowed to facilitate inspection of workmanship) Without integrated grills. (b) Openable steel windows as per IS sizes with side hunge shutters and horizotal glazing bars, with or outhout fixed type ventolators ( the extra rate admissible for the openable portion only.) Extra over item no. 11 (b) for, (viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars. Mode of measurement. ( The weight of grill will be determined ( theoritically) from section of the grills actually used excluding the rolled steel section of the window / vent. The weight of the grill should be calculated at 7. 85 gm./ cu.m.) Note:- For windows and ventilatos joints welded by arc welding, the above rates at (a) and (b) shall be redused by 10%.

60

94

5640

... More
Supplying, fitting and fixing steel doors with or without integrated grills conforming to I.S. 7452-1973 with non- friction prosecting type hinges, glazing chips, lugs, locking plate, peg stays, 1.25 mm. Thick M.S. sheet welded kicking plates in double tray construction, brass door handle with minimum 4 lever mortice lock operatable with key both from inside and outside together with a with a locking bolt on the inside face including hoisting in position, straightening if required, fixing lugs in cement concrete ( 4: 2:1) with stone chips 20 mm size cutting holes and mending good damage to match with the existing surface complete in all respects including glazing. (a) Without integrated grills.

4.2

2457

10319.4

... More
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.

4.8

1304

6259.2

... 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. [Note:- Waterproofing as per item No. 17, polymer based paint as per item No. 16] (iv) With local hard blackstone variety chips (crusher broken)

0.69

4801

3327.29

... More
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. 53, polymer based paint as per item No. 52]

4.98

191

952.36

... More
Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification[Cement to be supplied by the Department]

22.3

88

1962.58

... More
Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate ) for concrete of various grades.

0.67

119

79.61

... 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 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- 1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, 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 reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. ( pament to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished tructural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a hight of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part thereof. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m

0.03

73761

2434.11

... More
Labour for Chipping of concrete surface before takingup plastering work.

44.25

21

929.19

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (ii) with (1:4) cement mortar. (c) 10 mm. thick plaster.

41.06

119

4908.72

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (i) with (1:6) cement mortar. (c) 15 mm. thick plaster.

93.73

133

12517.78

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (i) with (1:6) cement mortar. (b) 20 mm thick plaster.

48.36

151

7337.36

... More
Extra for each additional floor over the rate for ground floor item no 58. (i) External plaster (a) Upto 4th floor

1.11

4

4.42

... More
Extra for each additional floor over the rate for ground floor item no 58. (i) Internal plaster (a) Upto 4th floor

2.58

4

10.32

... More
Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rounding off corners and including 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 (High polishing grinding on this item is not permitted) with ordinary cement. Using grey cement (ii) 25 mm. Thick.

25.26

262

6617.85

... More
Neat cement punning about 1.5 mm. thick in wall dado, window sill, floor, drain etc. NOTE: Cement 0.152 cu.m. per 100 sq.m.

20.33

32

665.94

... More
Supplying fitting approved type ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand sand shade. (b) R.C.C ventilator of 20 mm. thick (i) Upto 0.10 sq.m. area

4

108

432

... More
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (i) 75 mm. dia.

2

188

376

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

15.24

18

276.45

... More
Colour washing with pigments of any shade with Stainers as required including cleaning and smoothening surface thoroughly : (i) Internal surface (all floors) (b) Two coats (on new work only). (i) Other than yellow, pink

59.9

20

1225.51

... More
Colour washing with pigments of any shade with Stainers as required including cleaning and smoothening surface thoroughly : (i) External surface (Ground floor) (b) Two coats (on new work only). (i) Other than yellow, pink

82.31

21

1757.36

... 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.

25.92

29

751.68

... 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. b) On steel or other metal surface : With other than hi-gloss of approved quality- iv) Two coats (with any shade except white).

25.92

72

1866.24

... More
Painting block letters or digits in Black Japan or any approved paint as per direction . c) Size above 4 cm. and upto 5 cm.

100

10

1000

... More
Painting block letters or digits in Black Japan or any approved paint as per direction . e) Size above 7.5 cm and upto 10 cm.

40

12

480

... More
C. Construction & laying of pipe line (PVC). 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.

881.05

119

105083.31

... More
Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak-proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge. (iii) 140 mm dia.

250

10

2535

... More
Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak-proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge. (iv) 110 mm dia.

1212

8

10568.64

... More
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

30.46

344

10478.24

... 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 relevent IS codes. (d) With local hard blackstone variety chips (crusher broken) In ground floor :

4.96

4191

20788.5

... More
Ordinary Cement Concrete (mix 1:1.5:3) with graded stone chips (20 mm. Noninal size) excluding shuttering and reinforcement, if any, in ground floor as per relevent IS codes. (d) With local hard blackstone variety chips (crusher broken)

0.95

4801

4570.83

... More
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth

5.47

5340

29232.09

... More
125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor.

12.15

697

8474.99

... More
Earth work 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 measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

748.9

77

58069.4

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

0.28

375

105.81

... More
Hire and labour charges for shuttering with centreing 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, 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.

15.03

321

4823.67

... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and 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 and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel III. OTHER MANUFACTURERS NOT SPECIFIED Rods/HYSD/Fe 415/Fe 500/Fe 500 D

0.04

53040

2174.65

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (i) with (1:6) cement mortar. (c) 15 mm. thick plaster.

71.76

133

9582.88

... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. (i) with (1:6) cement mortar. (c) 20 mm. thick plaster.

9.72

151

1474.82

... More
Neat cement punning about 1.5 mm. thick in wall dado, window sill, floor, drain etc. NOTE: Cement 0.152 cu.m. per 100 sq.m.

85.19

32

2789.91

... More
Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (i)(a) 150 mm. dia. ERW pipe.

3

134

404.52

... More
Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (iii) 150 mm dia. M.S. screwed boss flange.

2

27

54.7

... More
Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. xxviii) 150mm. dia. C.I. sluice valve.

3

54

164.07

... More
Labour charges for fitting, fixing150 mm. Dia. Alfa-Alfa valve with 160mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.

9

112

1009.89

... More
Erection, fitting, fixing of set of M S Tripod inlet and outlet pipe fittings for MDTW / MINI RLI Scheme.(Rate inclusive of transportation from departmental store to work site).

1

12466

12466.74

... More
a) Testing of pipe line system against leakage by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour including hiring and transport of suitable generator, pump, tools and plants, fuel and lubricants, installation of the pump, connecting the same with pipe line net work, making necessary electrical connection and dimantling all these after completion of test - all complete as per direction. ii) For M.D.T.W.

1

3740

3740.68

... More
D. Internal wiring and Installation of Pump Mortor sets. Supplying and Drawing 1.1 KV single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) of the following sizes in the prelaid polythene pipe and by the prelaid GI fish wire and making necy. connection as required. (l) 4 x 84/0.3 (6 sqmm).

4

209

836

... More
Supply & Fixing EI danger board on wall. (a) 15 cm x 10 cm (6"x4")

2

55

110

... More
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By ISI-Medium GI pipe.

1

1369

1369

... More
Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required.

2

156

312

... More
Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages iii) No. 8 SWG

15

9

135

... More
Supplying and fixing Sheet steel Main Switches on flat iron frame on wall 15/16 A, 240V DP with fuse on L&N, Anchor make.

1

445

445

... More
Meter loop connection with 1.1 K.v. Gr. 3.5 core 14 core 10 Sqmm to 50 Sq mm. p.v.C.! XLPE insulated & sheathed and armoured Aluminium/Copper Cable from Meter to incomming TPN Main Switch 1 Terminal. (Brand: Gloster/Havells/Finolex) b) For HDTW/MDTW/MINI RLI Scheme ii) 25 Sqmm 3.5 Core Copper Cable

4

1559

6238.56

... More
Supply & Fixing angular batten holder (Anchor) on 75mm dia PVC round block / round bakelite on wall/ceiling.

4

38

152

... More
Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to light/fan/call bell point with piano key type switch (Anchor make) fixed on sheet steel fabricated switch board with Perspex/bakelite top cover on wall incl. necy. connections and making earthing attachment and mending good damages to building works. [PVC casing-capping and Switch board both on surface] (a) Average run 5 mtr.

5

577

2885

... More
Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on sheet steel fabricated CRC MS switch board with bakelite/perspex (wall matching color) top cover of 3 mm thick flushed in wall by housing the board after cutting brick wall incl. necy. connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface] (a) On Board

2

67

134

... More
Transportation of Submersible Electro Motor Pumping set along with all other accessories and equipments including bend, sluice valve column pipes etc. from Sub-Divisional Store to worksite including loading at the lifting point and unloading at the delivery point including necessary head load upto 100 metre at both ends. (A). Carriage by road (a) Distance upto 50 km (i) 100/150/200 cubic metre per hour (m3/hr) capacity electro motor pumping set with column pipes and accessories etc. (full set)

1

2945

2945.78

... More
Transportation of Submersible Electro Motor Pumping set along with all other accessories and equipments including bend, sluice valve column pipes etc. from Sub-Divisional Store to worksite including loading at the lifting point and unloading at the delivery point including necessary head load upto 100 metre at both ends. (A). Carriage by road (b) Additional distance for each 25 km. beyond 50 km. upto any distance. Distance of site from Sub-Divisional store above 50 km. and below 75 km.

1

221

221.59

... More
Transportation of Submersible Electro Motor Pumping set along with all other accessories and equipments including bend, sluice valve column pipes etc. from Sub-Divisional Store to worksite including loading at the lifting point and unloading at the delivery point including necessary head load upto 100 metre at both ends. (A). Carriage by road (b) Additional distance for each 25 km. beyond 50 km. upto any distance. Distance of site from Sub-Divisional store above 75 km. and below 100 km.

1

221

221.59

... More
Fixing only starters (for motor control) on flat iron frame C) Auto-Transformer starter for motor (above 5 HP upto 15 HP )

1

178

178

... More
Fixing only Sheet Steel Main Switch(Rewirwable type)/ Change over on Angle Iron Frame on wall, 415V TP/TPN, 63 Amps to 100/125 Amps

1

215

215

... More
Instalation of submersible electro motor pumping set of following capacities by using necessary requisite, tools and plants by lowering the same within the tubewell housing pipe upto the following depth as per direction by fitting, fixing column pipes and other accessories, fixtures with necessary nuts, bolts and washers and suspending the entire assembly of pump set vertically by fixing the same supported by M.S. clamps over the top of housing pipe, binding the motor cable with each column pipes and drawing cable upto pump controller/starter point including opening out of the top cap of housing pipe of the tubewell and testing of motor both in loading as well as in unloaded condition before and after installation of the same. (The rate is inclusive of hiring charges of tools & plants.) (a) 100/150/200 cubic metre per hour capacity electro motor pumping set. (ii) Length of pump assembly of any length exceeding 18 metre length.

1

1510

1510.61

... More
(b) Gas cutting to required size upto 8 mm thick M.S. plate, M.S. channel, angle etc. including labour charges, hire charges for all tools and plants.

0.8

185

148.61

... More
Electric welding charges upto 8 mm M.S. plate, M.S. channel etc. and other member of the barge including hiring charges of all tools and plants.

0.8

434

347.76

... More
(A) 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 : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)

2.38

79

188.02

... More
Charge for joining water proof cable with required water proof insulation and proper jointing compound including supplying other related materials complete.

6

56

340.8

... More
Other (Handling of Materials , Adv. Of Tender Notice)

1

35000

35000

... More
Add GST @ 18% or as applicable as per Govt. rule.

1010448.41

-

181880.71

... More
Add Labour well fare Cess @1% of Gross Bill Value

1192329.13

-

11923.29



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