Public Works Department Tender
View complete overview of Goa PWD Tender
Costs
EMD
₹ 1,89,505Document Cost
₹ 10,000Tender Fee
₹ 18,951
Description
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Contact
Tender Id
2025_PWD_19710_1Tender No
PWD/ WDXVII/ WS/ ASW/ F.24-E/ 22/ 2024-25/L-1Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Rural Roads
864
410
354240
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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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-
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c) 200 mm dia.
1080
3240
3499200
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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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Double socket 90 degree Bends.
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-
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200 mm dia.
10
16138
161380
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Double socket 45 degree Bends.
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-
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200 mm dia
8
12292
98336
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Double socket 22.5 degree Bends.
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-
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200 mm dia
6
10271
61626
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All Socket Tee
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-
-
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200 x 200 x 80
6
13522
81132
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200 x 200 x 100
6
14322
85932
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200 x 200 x 150
6
16915
101490
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Double Socket Reducer
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-
-
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200 x 100
4
9739
38956
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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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END CAP ( Plain )
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-
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200 mm dia
2
408
816
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Service Saddle
-
-
-
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160 x 20 mm dia
6
273
1638
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Long Bend 90 degree 6kg/cm2
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-
-
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200 mm dia
3
4543
13629
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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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-
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Mechanical Compression Collar Coupling
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-
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150mm dia
4
4868
19472
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200mm dia.
4
6266
25064
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Flanged Socket Tail piece ( Flanged Adaptors)
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-
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100mm dia
2
3925
7850
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150mm dia
4
6341
25364
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200mm dia.
10
8400
84000
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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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-
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200mm dia
6
46509
279054
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Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron Air valve kinetic double orifice type asper fig DK without isolating valve generally, 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 C.I. cowl protection High pressure chamber shall have rubber coated timber ball as float, having Float guides; and LTB or SS orifice nipple. All nuts /bolts shall be of carbon steel of SS. The flange shall be drilled and faced ,as per IS1538(part 4 &6) TYPE P.N. 1.0 (Class A)
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-
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50mm dia
5
15142
75710
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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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-
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50mm dia
5
353
1765
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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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All works upto plinth level
8.03
6635
53279.05
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Centering & shuttering including Strutting, Propping & removal of forms for :
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-
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Foundations, Footings, Bases for columns
22.08
407
8986.56
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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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-
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Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes.
321.3
322
103458.6
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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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-
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200mm dia
182
236
42952
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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 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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-
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Double socketed specials such as bends, collar couplings etc
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-
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200mm dia.
12
556
6672
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All Socket Tee
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-
-
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200x80mm dia
6
666
3996
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200x100mm dia
6
708
4248
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200 x 150mm dia
8
792
6336
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Double Socket Reducer
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-
-
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200 x 100mm dia
4
430
1720
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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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All Socket branch flange Tee
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-
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200x80
6
823
4938
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200x100
6
1016
6096
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200x150
6
1124
6744
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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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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)
11
17516
192676
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Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity, including the cost of hire charges of mechanical grinder, diesel operated electrical generator set, suitable for supplying power for the grinder for cutting, cost of grinding blades , skilled work force, fuel.etc. required for completion of job as per the direction of Engineer- in -charge
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-
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200mm dia
4
242
968
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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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200mm dia.
6
869
5214
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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.
66
3813
251658
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Providing and fixing brass full way valve (heavy) duty with wheel of approved quality :
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-
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15 mm nominal bore
60
381
22860
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20 mm nominal bore
6
499
2994
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Supplying of ASTM UPVC pipe conforming to ASTM 1785 with ISO 14001 etc. complete.
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-
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SCH-40 (blue)/(white)
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-
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20mm dia
1080
113
122040
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25mm dia.
108
165
17820
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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.
939.98
245
230295.1
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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.
864
1823
1575072
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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.
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-
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Foundation and plinth
11.66
2211
25780.26
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Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)
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-
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All works upto plinth level
1.05
7178
7536.9
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In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level
1.01
8034
8114.34
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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.
155.25
105
16301.25
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Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
11.56
5186
59950.16
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Laterite masonry in neatly dressed stones for 20 cms thick masonry walls in cm. 1 : 4 (1 cement : 4 coarse sand) in foundation upto plinth level
26.24
6453
169340.92
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Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete.
7.13
5352
38159.76
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20mm cement plaster 1: 3 (1 cement : 3 fine sand)
452.26
357
161456.82
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White washing with lime on old work ( two or more coats) to give an even shade.
133.14
47
6257.58
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Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete.
257.63
208
53587.04
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Removing old loose bottom or side cover of RCC slab, beam, columns etc. rubbing surface of concrete steel using wire brush and applying 2 coats of Alkaline rust converting primer (Feovert) after a waiting time of 6 hrs between coats and then applying another anti corrosive protective coating system ) for reinforcement bars (IPNet-RB) Conforms to IS-2770 Part-1 (Pull out Test) ASTM-3963-86 (Adhesion Test) and then applying concrete penetrating corrosion inhibitor (EPCO-KP100) and applying bonding new to old concrete (Epibond) Conforms to ASTM-C-882-87 and plastering on the fresh bond coat with Polymer Modified Mortar (Monobond) with 20mm C.M 1:3 and finishing coat of 6mm C.P 1:3 (1 Cement : 3 Sand ) incl. cost of transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent.
176.63
2086
368450.18
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Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by the manufacturers. *Per bag of 50 kg of cement used in the mix .
176.63
57
10067.91
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Drilling 40mm dia holes in masonry or concrete structure with providing and fixing0.5m long G.I Pipe nozzles for pressure grouting including all material labour cost and machinery Charges, etc. complete in all respects as per the direction of the Engineer -in- charge.
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-
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In Ground level reservoir.
24
7550
181200
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Providing pressure grouting at a pressure of 5.6kg/sqcm in required row / zigzag fashion as specified at 1.5m interval, as per the site condition to stop leakages, in water retaining structures, including the cost of water proofing compound, hardening materials, compressor, necessary allied equipment,scaffolding centering, shuttering ,and necessary platform with staging required,along with smooth finishing the grouted surface, water tightness test as per relevant IS code with latest amendments,etc. inGround level reservoir for reinforced concrete structure complete in all respects as per the direction of the Engineer in charge.
6
20907
125442
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Neat Cement punning
176.63
58
10244.54
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Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 river pebbles 40mm nominal size) excluding cost of centering, shuttering and finishing in:
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-
-
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All works upto plinth level
7.08
5567
39414.36
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