Sewage And Infrastructure Development Corporation Of Goa Limited Tender
View complete overview of Goa SIDCGL Tender
Costs
EMD
₹ 5,70,795Document Cost
₹ 15,000Tender 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
2024_SIDCG_13844_1Bid Award Id
ViewTender No
SIDCL/Admn-7/F.No.TN-27/ 1300/ 23-24 Dt25/01/ 2024Ln1Tender Authority
Sewage And Infrastructure Development Corporation Of Goa Limited ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
BOQ Items
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250 mm
828
139932
169
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Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour , tools etc, and disposing the excavated excess material from the trench to a distance of 1000 meters, including making level the trench surface by utilising the serviciable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge. Rural Roads
828
339480
410
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Earthwork in excavation by manual means 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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Lift 0 to 1.5m (250mm Dia)
1242
429732
346
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Extra for additional depth of 1.5 m or part thereof in
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-
-
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Lift 1.5 to 3.0m
1242
476928
384
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Closed planking in trenches including strutting and shoring, packing cavities (wherever required) complete for sewerage works in saturated soil strata b) For works of depth upto to 3.00 m
4968
4148280
835
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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-chargepropping & removal of forms for:
-
-
-
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250mm Dia
828
8280
10
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Construction of Composite type Manholes of various diameters and depth , as per the detailed specification of items of work annexed with
-
-
-
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i) 1200mm dia x upto 2000mm depth
11
3043007
276637
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ii) 1200mm dia x 2000 to 2300mm depth
11
3352371
304761
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iii) 1500mm dia x 2300 to 2500mm depth
5
2128530
425706
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iv) 1500mm dia x 2500 to 3000mm depth
5
2891970
578394
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v) 1500mm dia x 3000 to 3500mm depth
1
657307
657307
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Providing 2mm thick M.S clamp welded with ISA 50x50x6mm at ends including appliation of bonding solution such as SR solvent of fevicol or Dr fixit or any other equivalent product including fixing with necessary nut, bolt and applying a coat of red oxide etc. Complete as per directed by Engineer -in-charge. 250 mm
73
119355
1635
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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.
338.4
748202
2211
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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 : All Works upto plinth Level
404.23
2682057
6635
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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.
2284
559580
245
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Demolishing laterite stone masonry in cement
mortar including stacking of serviceable
material & disposal of unserviceable material
within 50 mts. lead.
207
235152
1136
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Laterite masonry in neatly dressed stones for 23cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level
207
1257525
6075
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12mm cement plaster 1: 3 (1 cement ; 3 coarse sand)
1800
428400
238
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Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
-
-
-
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15 mm outer dia CPVC pipe
105
19110
182
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20 mm outer dia CPVC pipe
105
24255
231
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25 mm outer dia CPVC pipe
105
30030
286
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32 mm outer dia CPVC pipe
105
42735
407
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40 mm outer dia CPVC pipe
105
57435
547
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50 mm outer dia CPVC pipe
666
530802
797
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Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, Conforming to IS: 4985-2000, and bearing ISI mark, Class 6 kg/cm2. 75 mm dia
666
103230
155
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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. Service Saddle
-
-
-
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63mm x 20mm
100
12500
125
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90mm x 20mm
100
16100
161
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Providing and fixing brass full way valve (heavy) duty with wheel of approved quality
-
-
-
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15 mm nominal bore
100
38100
381
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20 mm nominal bore
100
49900
499
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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. I) ELBOW
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-
-
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15 mm
100
1800
18
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20 mm
100
2700
27
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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. II) REDUCED ELBOW
-
-
-
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20 x 15
100
2800
28
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25 x 15
100
5100
51
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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. III) TEES
-
-
-
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15 mm
100
2700
27
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20 mm
100
4000
40
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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. IV) SOCKET
-
-
-
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15 mm
100
2500
25
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20 mm
100
2800
28
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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. V) REDUCING SOCKET
-
-
-
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20 x 15
100
2900
29
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25 x 15
100
3500
35
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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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50mm
1
9311
9311
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80mm
1
11496
11496
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Centering & shuttering including strutting propping & removal of forms for:
1200
488400
407
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Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) .
334.8
625071
1867
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Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.
1466.72
925500
631
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Providing and applying primer coat with bitumen or bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per MoRT&H specifications clause 502. Bitumen 80/100 @ 0.60 kg / sqm
1466.72
70402
48
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