Public Works Department Tender
View complete overview of Goa PWD Tender
Costs
EMD
₹ 45,548Document Cost
₹ 3,000Tender Fee
₹ 4,555
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
2024_PWD_13910_1Tender No
PWD/DIII(WS)/ASW/23/23-24 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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a) 150mm dia
1
34076
34076
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b) 250mm dia
4
332356
83089
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C.I. Kinetic type air release valve, generally confirming to IS: 14845 having small orifice elastic ball resting on gunmetal orifice nipple and large orifice vulcanite ball seating on moulded seat ring, with built in Kinetic features of isolating sluice valve mounted in horizontal position operated by meter wheel gearing, inlet faced and drilled to IS: 1538 Table 4&6. TYPE P.N. 1.0 (Class A)
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a) 80mm dia
1
28156
28156
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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 200, 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. 1.6 (Class A)
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a) 250mm dia
1
55232
55232
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Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminous paint complete.
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I) Double Socket Tee with Branch Flange
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a) 250 x 80mm dia
1
7510
7510
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b) 250 x 250mm dia
2
24866
12433
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II) Flanged Socket
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a) 250mm dia
8
45456
5682
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III) M.J. Collar
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a) 250mm dia
4
38324
9581
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III) Double socket branch flange Invert tee (Scour valve)
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a) 250 x 150mm dia
1
13551
13551
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IV) Double Socket Bend 90 Degree
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a) 250mm dia
2
17330
8665
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V) Double Socket Bend 45 Degree
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a) 250mm dia
2
14260
7130
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VI) Double Socket Bend 22.5 Degree
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a) 250mm dia
2
12342
6171
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VII) Double Socket Bend 11.25 Degree
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a) 250mm dia
4
22384
5596
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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.
116.16
37403
322
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b) S&S flanged/plain ended specials.
10.88
7779
715
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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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a) 250mm dia
44
13948
317
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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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a) 150mm dia
1
518
518
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b) 250mm dia
4
5144
1286
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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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a) 80mm dia
1
550
550
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Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints, for pushon tight joints including the cost of work force, tools, hydraulic testing of joints, etc. complete as per the direction of the engineer in-charge.
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I) Double socketed specials such as bends, collar couplings,etc.
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a) 250mm dia
14
8960
640
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Making joints to D.I/ C.I pipes with mechanical joints by nut bolts rubber rings that are provided with the joints, forpushon tight joints, and including the cost of rubber ring, nut bolts, for flanged joint, including the cost of work force, tools, hydraulic testing of joints,etc. complete as per the direction of the engineer in-charge.
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I) All Socket branch flange Tee
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a) 250 x 80mm dia
1
907
907
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b) 250 x 150mm dia
1
1208
1208
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c) 250 x 250mm dia
2
3026
1513
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II) Flanged Socket
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a) 250mm dia
8
9544
1193
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Hydraulic testing of pipeline as per CLAUSE NO 6.4.4 of CPHEEO MANUAL on water supply and treatment, to the required test pressure by providing all work force, materials, reciprocating pump, pressure gauge, including the cost of water required, maintaining the test pressure for a period of 24 hours from the time the pipe line has attained the test pressure for successful testing, as per the standards, required as per the direction of the engineer in-charge for ductile Iron/ Mild steel/cast iron pipeline.
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a) 250mm dia
242
5808
24
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Construction of masonry chamber 120x120x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar1:4 ( 1 cement : 4 coarse sand) for sluice valve size beyond 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 D.I hinged, square, frame and cover as per EN 124 standards of size 600mm x 600mm size weighing not less than 98 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)
7
221613
31659
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Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
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a) All works upto plinth level
11.65
79336
6810
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Earthwork in excavation in all types of stratas comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varities, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/Shuttered / decomposed rock or weathered rock and all such other materials described under Appendix-A to those specifications either in full or in parts as the case may be, adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling/wedging etc. in all conditions such as dry, moist, saturated, submerged foul conditions etc. and as directed by the Engineer-in-Charge etc. All complete in foundation, pipeline trenches, drains not exceeding 1.50 mts. width 10 sq.m. on plan including dressing of sides ramming of bottoms including getting out the excavated soil and disposal of surplus soil for all leads & lifts including providing barricading, danger lighting, guarding as directed by the departmental officer.
233.2
130055
557.7
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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
2.28
5041
2211
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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 by ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
196.92
48245
245
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