Public Works Department Tender
View complete overview of Goa PWD Tender
Costs
EMD
₹ 3,13,695Document Cost
₹ 10,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2024_PWD_18702_1Bid Award Id
ViewTender No
PWD/DIII(WS)/ASW/14/24-25 Line1Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earthwork in excavation by mechanical means (hydraulic excavator) in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m.
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a) Hard rock where blasting prohibited
2060
1169
2408140
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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 .
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Nominal Dia in mm
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-
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a) 150mm dia
1600
2411
3857600
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b) 200mm dia
800
3240
2592000
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Supplying at store or site of work including loading, unloading and stacking at site PVC (RING FIT) pipes with elastomeric sealing ring (one per pipe) and with rubber ring socket, conforming to to IS:4985-2000,and bearing ISI mark Class 6kg/sq.cm.
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Outer Dia in mm
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-
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a) 90mm dia
500
250
125000
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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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I) Double socket 90 degree Bends.
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Nominal Dia in mm
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-
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a) 150mm dia
20
10383
207660
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b) 200mm dia
10
16138
161380
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II) Double socket 45 degree Bends.
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-
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Nominal Dia in mm
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-
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a) 150mm dia
20
8235
164700
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b) 200mm dia
15
12292
184380
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III) Double socket 22.5 degree Bends.
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-
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Nominal Dia in mm
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-
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a) 150mm dia
20
7127
142540
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b) 200mm dia
12
10271
123252
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IV) Double socket 11.25 degree Bends.
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-
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Nominal Dia in mm
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-
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a) 150mm dia
20
6348
126960
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b) 200mm dia
18
8681
156258
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V) Double Socket Branch Flange Tee
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-
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Nominal Dia in mm
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-
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a) 150x150x80 mm dia
10
10639
106390
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b) 200x200x80 mm dia
6
13881
83286
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c) 200x200x150 mm dia
5
17701
88505
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d) 200x200x200 mm dia
3
21626
64878
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Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight, carting, loading and unloading and stacking etc. Complete.
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I) Elbow
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Outer Dia in mm
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PN 6 (6 kg/cm2)
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a) 90mm dia
20
132
2640
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II) END CAP ( Plain )
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-
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Outer Dia in mm
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-
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PN 6 (6 kg/cm2)
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-
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a) 90mm dia
10
70
700
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III) Tee
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-
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Outer Dia in mm
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-
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PN 6 (6 kg/cm2)
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-
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a) 90mm dia
4
153
612
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III) Coupler (Moulded)
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-
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Outer Dia in mm
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-
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a) 90mm dia
10
65
650
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Double orifice type air valveas per fig DS1 withinbuilt isolating valve smallwith SS spindle and CI protective cap confirming to IS1 4845/2000 (with latest amendments).Low pressure large orifice chamber with vulcanite coated timber ball resting on moulded rubber seating and chamber having CI cowl protection.High pressure chamber shall have rubber coated timber ball as float having Float guides; and LTB or SS orifice nipple The body seat ring shall be of LTB as per IS 318 LTB2 or of SS. All nuts /bolts shall be of carbon steel of SS. The flange shall be drilled and faced ,as per IS1538(part 4 &6) suitable to working pressure of 10 kg /cm2 TYPE P.N. 1.0 (Class B)
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Dia in mm
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-
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a) 80mm dia
8
15986
127888
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. Cast 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 200Min., four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steel AISI 410, 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 Spur gear box. and back seat bush) TYPE P.N. 1.0 (Class A)
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Nominal Dia in mm
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-
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a) 80mm dia
16
15463
247408
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b) 150mm dia
10
34076
340760
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c) 200mm dia
4
59626
238504
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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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I ) Mechanical Compression Collar Coupling
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Nominal Dia in mm
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-
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a) 150mm dia
10
4868
48680
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b) 200mm dia
8
6266
50128
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II) Flanged Socket Tail piece ( Flanged Adaptors)
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-
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a) 80mm dia
12
3399
40788
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b) 150mm dia
120
6341
760920
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b) 200mm dia
32
8400
268800
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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.
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a) Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.
609.6
322
196291.2
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b) S & S flanged/plain ended specials.
48.15
715
34425.82
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Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge
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a) 90 mm OD
500
4
2000
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Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985.
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Nominal Dia in mm
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-
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a) 150mm dia
291
188
54708
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b) 200mm dia
146
236
34456
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Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge.
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Outer Dia in mm
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-
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a) 90mm dia
90
26
2340
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Fixing C.I. Double orifice / Kinetic type air valve of following sizes with bronze ferrule at inlet screwed on isolating valve small orifice elastic ball resting valve small orifice elastic ball resting on small bronze orifice nipple and large orifice vulcanite ball resting on moulded seat ring inlet faced and drilled to BST "D" suitable to working pressure of 10 kg/sq. cm.
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Nominal Dia in mm
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a) 80mm dia
8
550
4400
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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 surface cover and all other materials and labour and as per details below)
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a) with C.I. cover and frame 600mm x600mm weighing not less than 250 kgs 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)
14
32860
460040
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Construction of masonry chamber 60x60x75cm inside in laterite masonry in neatly dressed stones complete with 23 cms wall thickness and in cement mortar 1:4 ( 1 cement : 4 coarse sand) for sluice valves 50 to 80mm 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 surface cover and all other materials and labour and as per details below)
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a) With C.I. Surface box 200mm top dia 300mm bottom dia and 300 mm deep of wt 32kg 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)
8
12247
97976
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Hoisting 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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Nominal Diameter in mm
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-
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a) 80mm dia
8
231
1848
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b) 150mm dia
10
518
5180
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c) 200mm dia
4
869
3476
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Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion, nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and bolts, as directed by the Engineer in-charge.
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Nominal Dia in mm
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-
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a) 80 mm dia
32
267
8544
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b) 150mm dia
20
568
11360
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c) 200 mm dia
8
623
4984
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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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a) All works upto plinth level
13.7
6635
90899.5
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Centering and shuttering including struttings, propping etc. and removal of formwork for :
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a) Foundations, footings, bases for columns and mass concrete.
20
407
8140
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Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge.
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-
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a) Rural Roads
650
1823
1184950
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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.
2003.44
245
490842.8
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