Public Works Department Tender
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Costs
EMD
₹ 5,96,755Document Cost
₹ 15,000Tender Fee
₹ 6,000
Description
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Contact
Tender Id
2024_PWD_15835_1Bid Award Id
ViewTender No
PWD IX /2062/02/2024-25 line 02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
Earthwork in excavation by mechanical means(hydraulic excavator) manual means in foundation pipeline trenches or drains not exceeding 1.5m in width 10sqm on plan including dressing of sides, ramming of bottoms, for all lead and lift including getting out the excavated soil and disposal of surplus soil with all lead including providing, barricading danger lighting guarding as directed by the departmental officer in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all conglomerated laterite rock, soft rock, fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging, etc, blasting prohibited in all conglomerates as directed by the Engineer-in-charge etc. complete incl Extra for additional depth of 1..5 m or part there of in
3596.85
1198104
333.1
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 .
-
-
-
Nominal Diameter in mm
-
-
-
a) 150
2600
6268600
2411
b) 200
1300
4212000
3240
c) 300
1600
8838400
5524
Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. C. I. Sluice valve conforming to IS : 14846-2000 and bearing ISI mark double flanged with cap. TYPE P.N. 1.0 (Class B )
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-
-
Nominal Diameter in mm
-
-
-
a) 100
14
218260
15590
b) 150
9
207711
23079
c) 200
4
186036
46509
d) 300
3
255612
85204
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.
-
-
-
Nominal Diameter in mm
-
-
-
III) Double Socket Tee with Branch Flange
-
-
-
a) 300x300
1
17841
17841
b) 300x100
2
27098
13549
c) 300x150
2
23080
11540
d) 200x100
5
31420
6284
e) 200x150
1
7465
7465
f) 150x100
4
18532
4633
g) 150x150
1
5618
5618
VII) Double Socket Bend 90 Degree
-
-
-
a) 150
1
3557
3557
VIII) Double Socket Bend 45 Degree
-
-
-
a) 150
6
19038
3173
IX) Double Socket Bend 22.5 Degree
-
-
-
a) 300
6
49092
8182
b) 200
10
44000
4400
c) 150
20
55800
2790
X) Double Socket Bend 11.25 Degree
-
-
-
a) 300
2
14828
7414
b) 200
8
33664
4208
c) 150
8
20784
2598
II) Double Socket Reducer
-
-
-
a) 300x200
1
7729
7729
b) 200x150
1
4363
4363
Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts.
-
-
-
Nominal Dia in mm
-
-
-
II) Flanged Socket Tail piece ( Flanged Adaptors)
-
-
-
a) 100
28
109900
3925
b) 150
4
25364
6341
c) 200
4
33600
8400
d) 300
6
89532
14922
I) Mechanical Compression Collar Coupling
-
-
-
a) 150
20
97360
4868
b) 200
6
37596
6266
c) 300
6
79002
13167
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
-
-
-
a) 40
8
88248
11031
b) 50
2
23874
11937
Supplying cast iron saddle pieces of the following sizes including bolts, nuts, rubber packing suitable for giving service connection for AC / PVC pipeline of various classes.
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-
-
Dia in mm
-
-
-
a) 150
80
27920
349
b) 200
50
38850
777
c) 300
20
22920
1146
Supplying of ASTM UPVC pipe conforming to ASTM 1785 with ISO 14001 etc. complete.
-
-
-
I) SCH-40 (blue)/(white)
-
-
-
Dia in mm
-
-
-
a) 20
2000
226000
113
b) 40
400
105600
264
Supplying at store or site of work of ASTM UPVC white fittings conforming to ASTM 2467 with ISO 14001 etc. Complete .
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-
-
Outer Dia in mm
-
-
-
I) Coupler
-
-
-
a) 20
900
14400
16
II) Elbow 90 Degree
-
-
-
a) 20
600
13800
23
III) Elbow 45 Degree
-
-
-
a) 20
300
6300
21
IV) Tee
-
-
-
a) 20
300
9000
30
VII) Male Threated adapter
-
-
-
a) 20
600
7200
12
VIII) Female Threated adaptor
-
-
-
a) 20
600
9600
16
Supplying at store or site of work of heavy duty adhesive cement for joining of UPVC white fittings.
20
14380
719
Supply of malleable G.I fittings conforming to IS:1879-1987 with amendments no.1 to 7 galvanized with 610 gm/m2 as per IS:4759-1996 with latest amendments.
-
-
-
Nominal Diameter in mm
-
-
-
VII) Hexagonal Nipples
-
-
-
a) 20
450
14400
32
IX) Union
-
-
-
a) 20
150
10950
73
Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :
-
-
-
a) 20mm
150
74850
499
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.
2302
741244
322
b) S&S flanged/plain ended specials
25.87
18497
715
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
-
-
-
Nominal diameter in mm.
-
-
-
a) 150
473
88924
188
b) 200
237
55932
236
c) 300
291
109416
376
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 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.
-
-
-
Nominal Diameter in mm
-
-
-
a) 150
68
32096
472
b) 200
36
20016
556
c) 300
16
11584
724
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.
-
-
-
Nominal diameter in mm.
-
-
-
a) 100
28
12880
460
b) 150
4
2272
568
c) 200
4
2492
623
d) 300
6
6474
1079
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
-
-
-
Nominal diameter in mm.
-
-
-
a) 100
14
4438
317
b) 150
9
4662
518
c) 200
4
3476
869
d) 300
3
5199
1733
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 diameter in mm.
-
-
-
a) 40
8
2656
332
b) 50
2
706
353
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
7.76
17157
2211
Centering and shuttering including struttings, propping etc. and removal of formwork for :
-
-
-
a) Foundations, footings, bases for columns and mass concrete.
172.8
70329
407
b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
78.01
37366
479
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
626
65730
105
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:
-
-
-
a) All works upto plinth level
32.57
221801
6810
Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 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
8.63
62959
7292
Construction of masonry chamber60x60x75cminside in 40kg/sq. cm ,brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4coarse 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 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)
10
101870
10187
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)
-
-
-
with M.S. sheet cover with 12mm thick M.S. plate and frame of Angle iron 50x50x6mm 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)
23
922553
40111
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)
-
-
-
with M.S. sheet cover with 12mm thick M.S. plate and frame of Angle iron 50x50x6mm 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
405454
57922
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.
2986.71
731743
245
Making connection to individual 15mm /20mm/25mm G.I/ OD Blue PVC pipeline with existing distribution line of any diameter with saddle piece / and necessary pipe and specials required suitable to the distribution line with road cutting trenching refilling the same including the cost of labour and accessories etc. complete. as per the direction of Engineer -in- charge.
150
571950
3813
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.
-
-
-
a) Rural road
1200
2187600
1823
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