Goa Industrial Development Corporation Tender
Download documents of Goa GIDC Tender
Costs
EMD
₹ 3,13,771Document Cost
₹ 8,000Tender Fee
₹ 6,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_GIDCo_19822_1Bid Award Id
ViewTender No
GIDC/GM (E)/Tender Notice/2024-25/A-4/2Tender Authority
Goa Industrial Development Corporation ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
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150 mm dia
2
36038
72076
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A Double SKT Bends - I) b 200 mm - 45 deg
1
12292
12292
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Hosting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I
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-
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150mm
1200
2411
2893200
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100 mm
322
58
18676
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80 mm dia
15
16525
247875
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile iron double flanged manually operated Sluice Valve generally conforming to IS : 14846 - 2000 having body, door, dome, gland in graded cast iron to IS:210 Gr. FG 260, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI 410 IS 6603 GR 12 CR 12 spindle, Flanges drilled to IS:1538 Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and gear box. and back seat bush.) TYPE P.N. 1.6 (Class A )
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-
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80 mm dia
9
34922
314298
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VI B/F Tees - 200x200x80
4
13522
54088
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150 mm
216
188
40608
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200 mm
226
223
50398
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Tail piece 150 mm
4
6341
25364
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Supplying at store or at site of work cast iron specials for mechanical and push on flexible joints as per IS:13382 - 1992 including Sealing rubber gaskets (NR), CI compression glands and coated MS Nuts bolts.
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-
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Mechanical Compression Collar Coupling 100 mm
6
3273
19638
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a) All works upto plinth level
10
6635
66350
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200 mm
1130
3240
3661200
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Supplying at store or site of work including railway freight, carting, loading and unload-ing, stacking etc. rubber gasket conforming to IS:5382-1985 for TYTON joints SBR type rubber gasket.
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-
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200 mm
222
139
30858
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I) b 100 mm - 45 deg
1
4833
4833
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Mechanical Compression Collar Coupling 200 mm
6
6266
37596
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Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :
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-
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200 mm dia
4
61404
245616
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A Double SKT Bends - I) b 200 mm - 90 deg
2
16138
32276
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Earthwork in excavation on in foundation Pipeline trenches drain not exceeding 1.5m in width 10 sq.m. on plan including dressing of sides ramming of bottoms loft up to 1.5m including getting out the excavated soil and disposal of surplus soil as directed within lead of 50m Hard rock (Blstng prohb.)
3830
672
2573760
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(a) 80 mm
32
231
7392
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Supplying at store or site of work including Railway freight, carting, loading and unloading Stacking etc. Centrifugally cast (spun) ductile Iron pressure pipes(with socket/spigot ends) Conforming to IS: 8329-2000 with cement Mortar lining inside the pipe and outside zinc Coat as per IS:8329-2000 with up to date Amendments suitable for jointing with rubber Gasket known as tyton joints. Class K-9.(with excise duty )
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-
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VI B/F Tees - 100x100x80
6
7012
42072
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast steel Kinetic double acting Air Valves having body, small & large orifice covers as per ASTM A- 216 Gr. WCB. Valve conforming to IS :14845/2000. Isolating sluice valve as per IS: 14846. Low pressure chamber (Large orifice) contains vulcanite covered aluminium ball seats on moulded synthetic rubber ring, high pressure chamber with rubber covered aluminium ball seats on small orifice plug of H.T. Brass. Flanges drilled to IS: 1538 PART 4 & 6. Valves are to be tested in different test pressure rating: Body : 30 Kg/cm2, Seat :20 Kg/cm2, Class 150 (class B)
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VI B/F Tees - 200x200x100
3
14322
42966
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100 mm dia
3
22461
67383
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I) b 150mm - 90 deg
2
10383
20766
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80mm dia
6
46555
279330
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast Iron double flanged single door swing non return valve generally conforming to IS:5312 part-I, having body, door, cover in graded cast iron to IS:210 Gr. FG 260 and door in CS ASTM A216Gr. WCB for 350mm & above body Ring in leaded tin bronze IS 318 GR LTB2 and door ring in natural rubber & bearing block of leaded tin bronze to IS:318 Gr. LTB 2 ( 350 mm & above ), hinge pin of stainless steel AISI 410, Flanges drilled to IS:1538 Table 4 & 6 TYPE P.N. 1.0 (Class A)
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-
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Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.
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150mm
216
93
20088
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Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying and jointing true to line and level and perfect linking of joints
1018
322
327796
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Construction of masonry chamber 90x90x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4 coarse sand) for sluice valve of sizes 100 mm, 120 mm 150 mm and 200mm dia with necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation, cost of surfacecover and all other materials and labour as per details below)
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-
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Mechanical Compression Collar Coupling 150 mm
4
4868
19472
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100 mm
1600
1696
2713600
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Tail piece 200 mm
6
8400
50400
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100 mm
324
142
46008
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Tail piece 100 mm
6
3925
23550
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VI B/F Tees - 200x200x150
2
16915
33830
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I) b 150mm - 45 deg
1
8235
8235
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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
3507.39
245
859309.33
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VI B/F Tees - 150x150x80
5
10077
50385
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(a) with C.I. Surface box 100mm top dia 160mm bottom dia and 160mm deep of wt 15kg inside with chain lid in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) - (a) 90x90x 100
32
17516
560512
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I) b 100 mm - 90 deg
2
5701
11402
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VI B/F Tees - 200x200x200
1
20094
20094
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