Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date29 Aug 2022
Closing Date22 Sep 2022
Tender Amount₹ 1,76,34,593
Costs
EMD
₹ 1,76,346Document Cost
₹ 5,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_AHMED_831256_1Bid Award Id
ViewTender No
ZP/JJM/RWS/2022Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
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Lift 3.00 to 4.5 m
113.09
-
358
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Lift 4.5 to 6.0 m
113.09
-
385
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Item No. 3 - Excavation in general in hard material comprising of soft rocks, hard rock, manjara rock etc. by blasting / controlled blasting ,chiseling as re-quirked in wet or dry condition for head works I. e. 'intake well connecting pipe, jack well ,pump 'house supply well, etc. for lift 0 to1.5M and lead of 1.50M including barricading, guarding depositing off surplus excavated stuff within a radius 'of 0.5 km as directed by Engineer -in-charge excluding refilling Hard strata Lift 6.00 to 7.5M
75.36
-
707
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Lift 7.50 to 9.0m
75.36
-
735
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Lift 9.00 to 10.5m
75.36
-
763
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Lift 10.50 to12.0m
75.36
-
791
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Lift 12.0 to 13.5m
75.36
-
819
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Lift 13.5 to 15.0m
75.36
-
847
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Lift 15.0 to 16.5m
42.39
-
875
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Lift 16.50 to 18.0m
42.39
-
903
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Item No. 4 - Dewatering the excavated trenches & pools of water in the building trenches/pipeline trenches/ well works by using pump and other devices including disposing off water to safe distance as directed ' by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
1600
-
77
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Item No. 5 - Providing and laying in situ cement concrete M-10/1:3:6 of trap/granite/quartzite /gneiss metal for foundation and bedding including bailing-out water manually formwork, compacting, covering newly laid concrete by gunny bag, plastic or tarpaulin, curing etc. complete. (Wooden planks/ shuttering will not be allowed) Spec. No.: Bd.E.1 Page No. 287 /IS 456:2000
5.03
-
6204
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Item No.6 - providing & casting in situ C.C. of trap / granite trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing & design or as directed by Engineer-in-charge including dewatering, centering from work compaction, finishing the formed surfaces with C.M.(1:1 1/2:3) of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if special finish is to be provided & curing etc. complete. (By weigh batching and mix M200. Only use of L&T, A.C.C., Ambuja, Birla gold Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement. For RCC M 200 a) R.C.C. Ring beam.
5.56
-
8674
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b) R.C.C. Ring Wall
27.2
-
9393
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Item No. 7 Providing & fixing in position steel bar 'reinforcement of various dia. for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels chajjas, lintels, pardies copings fins, arches, etc. as per detailed 'design & drawing & schedules, including cutting, bending, hooking the bars, binding with wire track 'welding & supporting as required, etc. complete tor steel
1.97
-
97206
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Item No.8 Providing & filling around the well boulders filling of selected variety & size of boulders including cost of all material labors transportation etc. complete with all leads lifts.
13.21
-
974
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Item No.9 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete
424.22
-
84
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Item No10 Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats, as per drawings or directed by Engineer in charge including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections and one coat of anti corrosive paints and over it two coats of oil painting, etc. ISMB 150 X 80 @ 14.90 kg/m.
0.18
-
71286
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Item No.11 Providing and Fixing in well staining 80 mm dia.
A. C. pipe as weep holes 1.5 m. c / c staggered pipe sloping out side of the well including cost of all material and labour involved with all leads and lifts etc. complete.
10
-
201
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Item No.12 Drilling of Horizontal bore well 150 mm dia by
D.T.C. machine, including transportation of machine at work site
120
-
345
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Item No.13 Carrying out recuperation / yeild test for ascerting the discharge of constructed well as direrted by Engineer in charge.The test carried out by drawing down water from the well below normal / subsoil water level upto full depth rise in water level is recorded. . to the test including cost of all materials.overhead,labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days.
7
-
2167
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Sub Work No. 3 - PUMPING MACHINERY Item No. 1 - Providing erecting and giving test of 150 mm dia Submersible Pump sets conforming to IS 8034 and motor conforming to 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and Bronze impeller. Motor suitable for working on 415V+10%, 3 Ph., 50 Hz., A.C supply with Cable guard, thrust carbon/fiber bearing to with stand entire hydraulic thrust, waterproof winding shall be provided. The Pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufactures design. Anti thrust stream lined non return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flat cable 3m and 2 pairs of erection clamps 65mm width 10mm thick shall be provided along with the pump. Rates per pump up to 8 Stages are as below.. Submersible pumpset 15 BHP 150 mm Dia Q=7.75L/S H=84M
2
-
59186
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Vertical drop pipe 100mm GI Heavy Duty
15
-
1059
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GI bend "B Class" 100mm
2
-
888
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GI TEE "B Class"100 mm
6
-
581
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Fabricating LT panell - in 12mm thick Plywood
4
-
708
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M.S. Flange
52
-
171
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Change over switch 63 amp., Pole
2
-
7386
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Earth leakage circuit brekar 63Amp 4 Pole (RCCB)
2
-
4860
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Pilot lamps - 3 nos
2
-
185
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Mesuring instrument Ammeter (Digital)
1
-
1366
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Mesuring instrument - Voltameter (Digital)
1
-
1310
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a) PVC submersible cable 3 core 10 mm 2
50
-
406
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b) PVC cable 3.5 core 25 mm 2 (Armoured Cable)
50
-
219
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c) Cable joint kit
4
-
2035
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Fully Automatic star Delta startar
4
-
9245
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TPM SWITCH 63 Amp
2
-
5671
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M.S. Frame for Pannel Board (Iron Work)
120
-
140
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L.T. Capacitor
4
-
418
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Cut-Out (Porceiline) 63 Amps.
4
-
206
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Sluice Valve (PN - 1.6) 100 mm dia
2
-
11277
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Reflux Valve (PN - 1.6)100 mm dia
2
-
9388
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Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
2
-
4238
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Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 core 4 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
5
-
362
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Chain Pully Block (1 Tonne Capacity)
1
-
15311
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Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including
6
-
5111
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Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3
18
-
916
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Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge inc (BdC-6/2
a) ISMB 150 X 8 X 0.75 (wt 15 kg/Rmt)
b) Angle 50 x 50 x 6m (wt 4.50 kg/Rmt)
c) C section 4 x 2 m (wt 7.14 kg/Rmt)
0.32
-
70017
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Pressure Guage
1
-
1019
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Lightening
1
-
2000
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Sub Work No.4 - RISING MAIN Item No. 1 -Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for portable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/ 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores/ site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent) 90 mm Dia pvc Pipe 6 Kg/sqcm
4000
-
238
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140 mm Dia PVC Pipe 8 Kg/sqcm
3000
-
753
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Item No. 2 - Providing G.I./P.V.C/HDPE Specials as per standard specifications & direction of incharge Engineer. (10% of Item No.1&2)
1
-
321100
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Item No. 3 - Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991..Sluice valves+Sluice valve for washout 100 mm Dia
2
-
9005
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Sluice valves+Sluice valve for washout 80 mm Dia
2
-
6758
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Item No. 4 - Providing & supplying ISI mark CI D/F reflux valve (Non- return valve) of following dia including all taxes (central and local ), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984).Reflux valves 100 mm Dia
2
-
7116
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Reflux valves 80 mm Dia
2
-
5503
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Item No.5 - Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. Air valves 25 mm Dia
14
-
1054
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Item No. 6 - Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.(SOIL)
2205
-
150
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Item No. 7 -Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. HMB
1470
-
192
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Item No. 8 - Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.. (SOFT Rock)
980
-
572
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Item No. 9- Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M. (HARD Rock)
980
-
755
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Item No. 10- Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.
735
-
84
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Item No. 11- Lowering Laying & jointing PVC. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc complete either underground or in vertical position, as directed by Engineer-in-charge. 90 mm Dia PVC Pipe 6Kg/sqcm
4000
-
40
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140 mm Dia PVC Pipe 8 Kg/sqcm
3000
-
53
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Item No. 12 - Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves) Sluice valves+Reflux valve+Sluice valve washout 100 mm Dia
4
-
2272
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Sluice valves+Reflux valve+Sluice valve washout 80 mm Dia
4
-
1738
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Item No.13 Lowering, Laying and fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. Air valves 25 mm Dia
14
-
218
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Item No. 14 - 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 over the shaft excluding cost of air valve and branch flanged 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.) upto 150 mm on Murum & harder strata
14
-
5578
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Item No. 15 - Providing and laying in situ following grades of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. a) 1:2:4 (M-150) grade for Thrust Blocks b) 1:2:4 (M-150) grade for encasing
6.14
-
6204
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Item No. 16 - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge. Size 0.90 x 0.60 x 1.2
4
-
10624
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Item No. 17 - Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete
4809.13
-
84
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Item No. 18 - Hydraulic testing of PVC. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments,labour operation charges etc. required for testing, The rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 90 mm Dia PVC Pipe 6Kg/sqcm
4
-
4961
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140 mm Dia PVC Pipe 8 Kg/sqcm
3
-
6202
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Sub Work No. 5 - PROPOSED R.C.C ESR
Item No. 1 -Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti- termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge. A) Cost of ESR(100000) 12 mtr height
1
-
2343504
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B) Cost of ESR(60000) 12 mtr height
1
-
1751419.03
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Item No.2 Providing and supplying ISI mark C.I. S&S pipes (push on joints pressure pipes of C.I of following class and diameters confirming to the I.S.specification inclusive cost of jointing materials(Rubber gasket of EPDM Quality) excluding GST levied by GoI and GoM in all respect, Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store/site of work,unloading, stacking etc. completed as directed by Engineer –in-charge (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets CI PIPE 100 mm
80
-
1472
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Item No.3 Providing G.I./ P.V.C/ HDPE. Specials as per standard specifications & direction of incharge Engineer. (5% of Item No.2&3)
400
-
73
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Item No.4 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps excluding GST levied by Gol and GoM in all respect , transportation etc complete. Sluice Valve 125 mm Dia ( PN -1.6)
4
-
9005
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Sub Work No. 6 - DISTRIBUTION SYSTEM Item No. 1 -Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for portable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/ 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores/ site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent) 90 mm Dia PVC Pipe 4 Kg/sqcm
12454
-
160
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Item No. 2- Providing G.I./ P.V.C. Specials as per standard specifications & direction of incharge Engineer. (5% of Item No.1,2 &3)
1
-
199264
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Item No. 3 - Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991. Sluice valves+Sluice valve for washout 80 mm Dia
5
-
6758
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Item No. 4 - Excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.soil
5230.68
-
150
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Item No.5 - Excavation for foundation/ pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete..(HBM)
1743.56
-
192
... More
Item No. 6 - Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) Soft Rock
871.78
-
572
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Item No. 7- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
1307.67
-
84
... More
Item No.8 - Lowering Laying & jointing with PVC pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc complete either underground or in vertical position, as directed by Engineer-in-charge. 90 mm Dia PVC Pipe 4 Kg/sqcm
12454
-
31
... More
Item No. 9 - Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves) Sluice valves+ Sluice valve washout 80 mm Dia
5
-
1738
... More
Item No. 10 - Providing and laying in situ following grades of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. a) 1:2:4 (M-150) grade for encasing
6.06
-
6204
... More
Item No. 11 - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or cm thick slab etc. complete as directed by Engineer-in-charge.
5
-
6595
... More
Item No.12 - Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete
6413.99
-
84
... More
Item No. 13- Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 90 mm Dia PVC Pipe 4 Kg/sqcm
16.95
-
3721
... More
Item No. 14- Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border /messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65 m long painted withal ternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete.Spec. Number As directed by Engineer in Charge MORTH 801
1
-
9284
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Sub Work No. 8 - TRIAL RUN Item No. 1 - Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month
1
-
26244
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