Tapi Irrigation Development Corporation Tender
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Tapi Irrigation Development Corporation Tender
Civil And Construction
Irrigation Work
Pipe Line Project
Eprocure
Opening Date8 Jul 2024
Closing DateCancelled
Tender Amount₹ 28,34,37,100
Costs
EMD
₹ 14,17,186Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Trial Testing And Commissioning Of Subline No 02 Gravity Main No 04 To Kulthe M I Tank And Kulthe M I Tank To Kanoli Medium Project By Gravity Piped
Description
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Contact
Tender Id
2024_TIDC_1048699_1Bid Award Id
ViewTender No
e -Tender No 01 Year 2024-25Tender Authority
Tapi Irrigation Development Corporation ViewPurchaser Address
-Website
http://mahatenders.gov.in
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Documents
BOQ Items
Excavation for deep trenches for laying rising main in Soft Rock by crow bar and shavel including trimming to correct line and level and to specified width including trimming and levelling the bed removing the excavated material and stacking the same upto a distance of 1 km and all lifts as directed and safety precautions to keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. (Payable measurements with vertical excavation)
7492.73
1364426
182.1
Excavation for deep trenches for laying rising main in Hard Rock of any toughness by breaker to correct line and level and to specified width including trimming and levelling the bed as directed, removing the excavated material and sorting, stacking the same upto a distance of 1 km and all lifts as directed, preparing the bed for foundation and keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As Directed.
(Payable measurements with vertical excavation).
73388.77
46671585
635.95
Providing and laying Murum bedding using available material from excavation in trenches with murum of approved quality inlayers not exceeding 150 mm to 200mm, each layers hall be compacted by watering and ramming etc complete as directed.
5170.5
1202658
232.6
Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
-
-
-
75 4kg/cm2
175
21994
125.68
90 4kg/cm2
125
21762
174.1
110 4kg/cm2
74
18906
255.49
125 4kg/cm2
50
15401
308.03
140 4kg/cm2
50
19419
388.39
160 4kg/cm2
25
12671
506.86
200 4kg/cm2
1800
5635404
3130.78
Lowering, Laying and Jointing H. D. P. E pipes in proper position including all specials by compression fitting / electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II For all classes.
-
-
-
75 4kg/cm2
175
10251
58.58
90 4kg/cm2
125
8332
66.66
110 4kg/cm2
74
5381
72.72
125 4kg/cm2
50
4242
84.84
140 4kg/cm2
50
4898
97.97
160 4kg/cm2
25
2727
109.08
200 4kg/cm2
1800
585396
325.22
Providing and supplying Prestressed Concrete Cylinder Pipes suitable for sliding ovrelap weld joint or confined rubber ring joint with necessary rubber ring of following class and diameter including cost of transportation, inspection charges to store, transit insurance, unloading and stacking excluding GST levied by GOI & GOM in all respect etc. complete
-
-
-
1100 mm dia. 7 Kg/cm²
1866
18842830
10097.98
1100 mm dia. 10 Kg/cm²
6294
64878929
10308.06
1100 mm dia. 11.5 Kg/cm²
3648
38042256
10428.25
1100 mm dia. 13 Kg/cm²
3792
40003514
10549.45
Lowering, Laying and Jointing in proper grade and alignment Prestressed Concrete Cylinder Pipes (PCCP) with welding & mortor coating joints including cost of conveyance from stores to site of works, loading, unloading, hoisting, all labour involved,etc.complete but excluding cost of rubber rings (For all class of pipes)
-
-
-
700 mm dia. All pressure class
15600
10143744
650.24
Providing and supplying ISI standard specials & fitting suitable for P. C. C. pipes including cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete.
105559.96
15352640
145.44
Providing and Erecting MS bends made out of MS plate conforming to IS 2062:1992 including procurement of plates, gas cutting to required size and shape, rolling, tack welding, full welding on either automatic welding machine or manually and forming 'V' edge on both ends for welding it to pipe, including fabrication& full welding of stiffeners as per design requirements, lowering & laying to correct position, third party inspection charges etc, complete as per IS-3589 and IS-5504 as applicable as per detailed specifications. Cost of longitudinal welding and "V" edging required for circumferencial welding required to connect MS special toRising main /delivery pipes is inclusive in the rate however circumferencial welding required for connecting M.S. special to Rising Main shall be paid separately on running meter basis. As Directed.. (No negative Tolerance in thickness is permissible).
8440.32
947763
112.29
Providing, supplying & erecting of CI double flange sluice valve confirming for IS-14846 including worm gear arrangements as per test pressure stainless steel spindle, caps Including transportation,inspection, unloding, loading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
400 mm dia
18
1563570
86865.05
700 mm dia.
6
2078416
346402.73
1050 mm dia
1
848637
848637.35
Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge
-
-
-
1.5m*1.5m 2.1m to 2.4m height
18
700326
38907
Providing, supplying & erecting of Kinetic Double Orifice type Air Valves confirming to IS 14845 & as per standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including transportation, inspection, unloding, loading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
150 mm dia.
56
1001621
17886.09
Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M- 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.
-
-
-
700 mm dia.
56
847344
15131.16
Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed.Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed.
6.28
32360
5152.88
Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed. (M15 40-MSA)
3073.04
15337496
4990.98
Providing and laying insitu cement concrete of grade M-20 of trap /granite /gneiss /quartzite/graded metal for RCC works of abutment, wingwalls, returns, transition walls,piers,columns,beams and slabs, diaphragm walls, road slabs trough (Box Culvert) trough for aqueduct, wearing coat,etc. .with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed. M-20 (20MSA)
24.31
180778
7436.37
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed.
77.44
5932044
76601.82
Back filling the trenches in layers not exceeding 300 mm, each layer shall be consolidated by watering and ramming without disturbing the pipe line with excavated stuff as directed including breaking of clods of soil etc complete. ( The backfilling on the two sides of the pipeline should be carried out simultaneously.) (Without royalty)
67159.16
3137004
46.71
Hydraulic testing of Prestressed Concrete Cylinder Pipes with rubber ring joints to specified pressure including cost of all materials and labour and water for testing for the length upto 1 km., using reciprocating type pumps which should be able to provide specified test pressure guages and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary.
16.41
637109
38815.01
Providing & applying Liquid epoxy coating system to the external surface of Rising Main Pipes as per Annex-B of IS 3589:2001, with one coat of Zinc rich epoxy primer (90 % zink (DFT 40 micron , coverage 9 Sqm / lit) and two coats of coal tar epoxy paint (DFT 120 X 2 micron coverage 5 Sqm / Lit / coat) including cleaning the surface to the satisfaction of Engineer in charge by sand blasting / scraping removing oil, grease, other foreign materials including all necessary material , labour with all lifts etc. complete.As directed.
217.74
147586
677.81
Providing & applying Liquid epoxy coating system to the interior surface of Rising Main Pipes as per Annex - B of IS 3589:2001,with one coat of Zinc rich epoxy primer (90% zink ,DFT 40 micron , coverage 9 Sqm / lit) and three coats of coal tar epoxy paint (DFT 120 X 3 micron coverage 5 Sqm/Lit/coat) including cleaning the surface to the satisfaction of Engineer in charge by sand blasting /chemical cleaning / scraping removing oil, grease, other foreign materials including all necessary material, labour with all leads and lifts etc. complete.As directed.
215.04
185990
864.91
Supplying hard murum/ kankar at the road site, including conveying and stacking complete
3856.58
2650318
687.22
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
3856.58
304669
79
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete
1554.21
32638
21
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate)
59.22
179874
3037.39
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate)
29.15
86964
2983.33
Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
116.6
992325
8510.51
Dewatering by pumping out water collected with Diesel or Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc. complete under specific and indispensable circumstances with prior approval from ompetent authority withauth enticevidence of records justifying dewatering etc. complete as directed .
1270.07
16167
12.73
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