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Municipal Corporation Tender
Civil And Construction
Pipe Line Project
Opening Date15 Jun 2024
Closing Date29 Jun 2024
Tender Amount₹ 1,67,41,839
Costs
EMD
₹ 1,67,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
738009Tender No
E-Procurement Notice No.02/ VMC/CDB /2024-25/ Rc.E11-101140/2024Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://vijayawada.cdma.ap.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) ( ex-works) Excluding Transportation and all Taxes.MAT-07936 DI Specialsabove 500mm dia
1100
181170
164.7
Manufacture, Supply and Delivery of DI/DF Gate valve (soft seated ) resilient seated soft sealing gate valves (sulice valves ) with body bonnet of ductile cast iron of grade GGG40/12 or equivelent grade as per I.S 3896/part-2 1985 and subsiquent revisions wedge fully rubber lined with EPDM food grade quality . and seales of NBR and the valves should be of vacum tight and 100% leak proof with face to face dimensions as per BS 5163-89/IS 14846-2000/DIN 3202 F4.all the valves should be Electrostatic powder coating both inside and outside pocket less body passage .Drilled as per IS 1538. PN 16 including transpotation excl taxs 600 mm dia
1
447478
447478.36
Manufacture, Supply and Delivery of DI/DF Gate valve (soft seated ) resilient seated soft sealing gate valves (sulice valves ) with body bonnet of ductile cast iron of grade GGG40/12 or equivelent grade as per I.S 3896/part-2 1985 and subsiquent revisions wedge fully rubber lined with EPDM food grade quality . and seales of NBR and the valves should be of vacum tight and 100% leak proof with face to face dimensions as per BS 5163-89/IS 14846-2000/DIN 3202 F4.all the valves should be Electrostatic powder coating both inside and outside pocket less body passage .Drilled as per IS 1538. PN 16 including transpotation excl taxs 150mm dia
2
48675
24337.53
Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG- 500/7 or Equivalent as per IS1865, IS:3896- 2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 and exclusive of all taxes and including transportation. for PN 1.6 (MPa) 150mm dia
2
137130
68565.23
Supply of Machine End pair (Socket +Spigot) for providing M.S Specials on PSC pipelines excluding cost of M.S barrel including cost and conveyance to site etc., complete. 600 mm dia
2
50915
25457.71
600 mm dia x 20mm thick
4
54644
13661.07
150mm dia x 15mm thick
4
9343
2335.92
Manufacture, supply and delivery ,fabrication and errection at site MS Pipes and Spls. made with 10mm thick MS Plate including painting with one coat of redoxide ,two coats of anty corrosie paint including cost of material, cutting ,welding, bending, and fabrication charges, including transportaion, loading,unloading,at work spot.as directed by the Dept. Engineer-in- chrges
600mm dia MS Pipe`& Specials
3009
342574
113.85
Cutting of open of B.T. Road surface (as well as asphalt concrete upto 75mm thick) including water bound macadam including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.
768
122577
1596.06
Cutting of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.
93
470158
5055.47
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH up to initial lift of 3.0Mts. For Pipe line trenches.
Mechanical Means @ 70%
887.6
116257
130.98
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH up to initial lift of 3.0Mts. For Pipe line trenches.
Manual Means @ 30%
380.4
177270
466.01
Supply and delivery of quarry dust from approved quarry including cost and conveyance of all materials and labour charges for stacking at site to departmental guage, spreading, sectioning, seignorage, watering etc., complete as per specification.
753
869263
1154.4
Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994) 600mm dia K9
704
526424
747.76
Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987 600mm dia K9
138
76612
555.16
600 mm dia x 20mm thick
6
22305
3717.64
150mm dia x 15mm thick
4
2286
571.56
600 mm dia x 20mm thick
1
4103
4103.75
150mm dia x 15mm thick
2
460
230.3
Providing inter connection between existing pipeline and newly laid pipe line incluing of all neessary interconnection materials and washers and man mazdoors. Etc., completed
2
40449
20224.93
600 mm dia x 20mm thick
2
136307
68154
150mm dia x 15mm thick
2
36220
18110.47
Construction of granular sub-base by providing HBG meterial confirming to Grading-V of MORT & H Table-400-1 including cost and conveyance of all materials to work site and spreading uniform layers with motor grader or by approved means on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete for finished item of work as per clause 401 MORTH(5th Revision) as directed by the Engineer-in-Charge
127
263720
2076.54
Providing concrete for plain concrete (M20 Design mix) using 343 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH
92.16
557569
6050.02
Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadam specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.
169
400577
2370.28
Providing and applying tack coat on the prepared bituminous surface with bitumen emulsion (RS-1) (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
832
10042
12.07
Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th Revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th revision)
21.12
184206
8721.89
Providing and laying of Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
11.52
112981
9807.42
Conveyance of excavated earth with an average lead of 4 Km including loading, unloading, spreading and stocking etc. complete
752.04
72195
96
Bailing out of water with oil engine, driven pumpset including hire charges, fuel charges and wages of driver and helper etc., complete as per the directions of departmental authorities.
For repairs to HSC for sewerage & water
700
54866
78.38
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH up to initial lift of 3.0Mts. For Pipe line trenches.
232.96
108561
466.01
Supply and Fixing of Premium make CPVC Pipes and Fittings to meet the requirement of ASTM-D 2846 and are produced in CTS (Copper Tube Sizes 1/2" ton 2" SDR 11 and SDR 13.5 pipes are made from idential CPVC compounds having the same physicalProperties for Hot and Cold Water (IS 15778:2007) MAT-02313 for water supply
227.5
24294
106.79
Supply of 20mm PPR Elbow conforming to DIN Standards 8077/808 including cost and conveyance etc., complete as per the directions of departmental authorities. MAT-02367
91
1757
19.31
Supply of 25mm x 20mm x 25mm PPR Reducer Tee conforming to DIN Standards 8077/8092 including cost and conveyance etc., complete as per the directions of departmental authorities. MAT-02417
91
3411
37.49
Supply of 25mm x¾”PPR Female Threaded Union conforming to DIN Standards 8077/8092 including cost and conveyance etc., complete as per the directions of departmental authorities. MAT-02481
91
66789
733.95
S/D and Lowering, laying of SWG pipes in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn including cost and conveyance of all materials etc; complete. 100mm dia
182
73411
403.36
Supply of SWG Saddles conforming to IS standards 250 x 100 mm including cost and conveyance etc., complete as per the directions of departmental authorities. MAT-01736
91
49006
538.53
Providing concrete for plain concrete (M20 Design mix) using 343 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH
12.29
74354
6050.02
Labour engaged for removing of existing damaged UGD line,cleaning of chambers and to lift away from the site and cleaning of drain neatly including all labour charges etc; complete as per SS as directed by the departmental authorities.LAB-00120
40
31360
784
Labour engaged for removing of existing damaged UGD line,cleaning of chambers and to lift away from the site and cleaning of drain neatly including all labour charges etc; complete as per SS as directed by the departmental authorities.LAB-00120
LA-00036 Plumber
40
42000
1050
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