Tender For Water Supply Scheme At Ave Tal Pandharpur ( Nrdwp ), Wss At Ave Tal Pandharpur (Nrdwp)-Maharashtra

TDR : 21633720

Tender Notice
BOQ

Expired

Wss At Ave Tal Pandharpur (Nrdwp) , Maharashtra

Tender Brief : Tender For Water Supply Scheme At Ave Tal Pandharpur ( Nrdwp )

Document Fees
₹ 1000 /-

EMD
₹ 60000.0 /-

Tender Value
₹ 59.38 Lakhs /-

Submission Date
10-09-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work:- CONSTRUCTING WATER SUPPLY SCHEME AT VILLAGE AAVE, TAL.PANDHARPUR
1	1	SUB ESTIMATE NO.1 - BORE WELL :- Survey Charges.	BI01010001010000000000000515BI0100001113	1	Job
2	2	Drilling a bore by machine with required depth etc complete.	BI01010001010000000000000515BI0100001114	60	Rmt
3	3	Providing & fixing of casing of pvc pipe 10 kg/sqm. 180mm dia.	BI01010001010000000000000515BI0100001115	12	Rmt
4	4	Borewell Cap	BI01010001010000000000000515BI0100001116	1	Nos
5	5	Taking yield test for bore	BI01010001010000000000000515BI0100001117	1	Nos
6	6	SUB ESTIMATE NO.2 - PUMPING MACHINERY :-Providing ,erecting and giving test of 150 mm Dia Submersible pump set confirming to I.S 8034 and I.S 9283 Pump shall be suitable various delivery head and discharge with stainless steel pump shaft and bronze impeller Motor suitable for working on 415 V+/- 10% 3 Ph 50 Hz A.C. supply. Cable guard thrust Carbone fiber bearing to accept entire hydraulic thrust waterproof winding shall be provided. The pump shall have suitable for direct coupling. The pump shall have suitable outlet as per manufactures design. Antitrust stream lined non return valve shall be provided with pump .Suitable suction strainer shall also be Provided 3 Core Single/Double run copper conductor submersible along with the pump rates as per pump up to 8 stage .7.50 HP, LPH-15000 H=70 M.	BI01010001010000000000000515BI0100001118	3	Nos
7	7	Providing ISI mark G.I. pipes of following class and dia. including all local and entral taxes, octroi, inspection charges, transportation to stores, etc. complete.100 mm Dia G.I Pipe .- heavy	BI01010001010000000000000515BI0100001119	60	Rmt
8	8	Lowering, laying and jointing G.I. 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\nEngineer-in-charge.100mm	BI01010001010000000000000515BI0100001120	60	Rmt
9	9	Supplying and erecting plain copper conductor PVC Insulated flexible cable as per I.S 694/1990 of following grade up to 1100 volts .3 Core 4 Sq mm	BI01010001010000000000000515BI0100001121	140	Rmt
10	10	Supplying and erecting D.O.L starter to operate squirrel cage induction Motor working on 380-400 V.3 Phase 50 Hz with no volts coil and overload element with necessary material and connected to supply etc. complete .Starter with original sheet enclose	BI01010001010000000000000515BI0100001122	2	Nos
11	11	Providing and erecting Voltmeter A.C. 50 cycles per second with 0 to 500 Volts range flush type erected on provided M.S box and connected supply.	BI01010001010000000000000515BI0100001123	2	Nos
12	12	Providing and erecting Ammeter A.C. 50 cycles per second with 400 Volts range flush type erected on provided M.S box and connected supply.	BI01010001010000000000000515BI0100001124	2	Nos
13	13	Supplying and erecting bank of metalized polyproulen capacitor with the standard capacities of 2,3,5,7,10,12.50 and 15 KVAR units of P.F connection for operation on 3 Phase 50 C/s 400 Volts (+/- 10%)J with externally discharging resistance earthling terminals and built on angle iron or channel iron frame work and provided iron cover box complete. Erected on provided iron bracket or on floor duly tested 2KVAr 2 No.	BI01010001010000000000000515BI0100001125	2	Nos
14	14	Panel Fabrication - M.S sheet of thickness below to be used for fabrication of boxes. Panel board etc. including cutting, bending, drilling, welding, cleaning, defrosting and painting with one coats of enamel paint 16 SWG	BI01010001010000000000000515BI0100001126	1.92	Sqm
15	15	Supplying and erecting \"B\" class G.I Bend in Position necessary material.G.I Bend .100	BI01010001010000000000000515BI0100001127	2	Nos
16	16	SUB ESTIMATE NO.3 - RISING MAIN:-Excavation for foundation/pipe trenches in earth, soils, of all types ,sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed ,normal dewatering, preparing the bed for foundation and Excluding back filling etc.complete	BI01010001010000000000000515BI0100001128	31.5	Cum
17	17	Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to a distance of 50 m 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.	BI01010001010000000000000515BI0100001129	12.6	Cum
18	18	Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete	BI01010001010000000000000515BI0100001130	6.3	Cum
19	19	Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete	BI01010001010000000000000515BI0100001131	6.3	Cum
20	20	Filling in Plinth and floor murum bedding in Trenches with approved murum for excavated material from foundation 15 cm to 20 cm Layer including watering ,ramming and compaction etc complete.	BI01010001010000000000000515BI0100001132	9.45	Cum
21	21	Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges,inspection charges, loading, unloading, conveyance to the departmental stores and\nstacking the same in closed shed duly protected from sun rays and rains including\ncost of jointing material i.e. solvent cement,etc. complete (selffit type to be jointed withcement solvent). 110 mm Dia.6 Kg/cm2.	BI01010001010000000000000515BI0100001133	90	Rmt
22	22	Lowering, laying and jointing PVC pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour ,material, except cement solvent ,rubber ring, giving satisfactory hydraulics testing as per IS code etc.complete (with cement solvent joint/ring fit joint). .110 mm Dia.6 Kg/cm2.	BI01010001010000000000000515BI0100001134	90	Rmt
23	23	Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete.\nReflux valves as per I.S.5312 Part I (1984)NRV 100mm	BI01010001010000000000000515BI0100001135	1	Nos
24	24	Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete NRV 100mm	BI01010001010000000000000515BI0100001136	1	Nos
25	25	Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation ,surcharging ,etc.complete	BI01010001010000000000000515BI0100001137	46.4	Cum
26	26	Providing and constructing B.B Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation BB Masonry in 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer -in-charge (A) As above of 60 x 45 cm internal size and depth up to 0.90 m with precast RCC slab cover	BI01010001010000000000000515BI0100001138	1	Nos
27	27	Providing ISI mark G.I. pipes of following class and dia. including all local and entral taxes, octroi, inspection charges, transportation to stores, etc. complete.80 mm Dia. M- class	BI01010001010000000000000515BI0100001139	30	Rmt
28	28	Lowering, laying and jointing G.I. 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\nEngineer-in-charge.80 mm Dia. M- class	BI01010001010000000000000515BI0100001140	30	Rmt
29	29	Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / neiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.	BI01010001010000000000000515BI0100001141	3.15	Cum
30	30	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 pressrue 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.110 mm Dia.6 Kg/cm2.	BI01010001010000000000000515BI0100001142	0.09	Km
31	31	SUB ESTIMATE NO.4 - RCC ESR:-Capacity 125000 Liters 12.00 m St.Ht. Designing (aesthetically) and constructing RCC Elevated service reservoirs of required capacity with RCC staging of column internal and external bracing spaced vertically not more than 4.50 m centre to centre for E.S.R having capacity up to 500 Cum and not more than 6 m C/C for E.S.R having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound in CM 1:3 proportion to inside face of container, refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges including lowering laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement as per departmental design, providing and fixing accessories Such as Stainless steel Ladder inside and outside, C.I manhole frame and Cover, water level indicator, lighting 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 Chamber for all valves, ventilating shaft, providing and applying three coat of acrylic emulsion with silicon additives paint to the structure including roof slab, epoxy paint to the internal surface and anti-termite treatment for under ground parts of the structure and giving satisfactory water tightness test as per IS code. the job to include painting the name of the scheme and other details on the reservoir as per direction of Engineer-in-Charge.	BI01010001010000000000000515BI0100001143	1	Lit
32	32	Add 5 % for Seismic Zone	BI01010001010000000000000515BI0100001144	1	Lit
33	33	Providing and Supplying ISI mark standard C.I.double flanged Pipes of following class and diameter including all taxes (central and local ) insurance, railway, freight, unloading from railway wagon, loading into truck, transport to Site of Work unloading, stacking etc. complete. 100 mm Dia.for Inlet & Overflow	BI01010001010000000000000515BI0100001145	30	Rmt
34	34	150mm dia for Outlet	BI01010001010000000000000515BI0100001146	15	Rmt
35	35	Providing and supplying ISI standard CI flanged / s&s specials including all taxes (central and local ) insurance, railway, freight, unloading from railway wagon, loading into truck, transport to Site of Work unloading, stacking etc. complete.	BI01010001010000000000000515BI0100001147	150	Kg
36	36	Providing and Supplying ISI mark CI D/F Sluice Valve with jointing to pipe work (including all hardware and packing ),water quality having non-rising spindle with hand wheel and without bypass arrangement ,Spindle of stainless steel as per requirement excluding CC foundation /Structure steel support (1) up to 300 mm Dia conforming to IS 780(2) Above 300 mm Dia confirming to IS 2906 A - Sluice Valve with PN-1/Butterfly Valve without bypass.150 mm Dia.	BI01010001010000000000000515BI0100001148	1	Nos
37	37	80 mm Dia.	BI01010001010000000000000515BI0100001149	1	Nos
38	38	SUB ESTIMATE NO.5 - DISTRIBUTION SYSTEM :-Excavation for foundation/pipe trenches in earth, soils, of all types ,sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed ,normal dewatering, preparing the bed for foundation and Excluding back filling etc.complete	BI01010001010000000000000515BI0100001150	764.4	Cum
39	39	Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to a distance of 50 m 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.	BI01010001010000000000000515BI0100001151	764.4	Cum
40	40	Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete	BI01010001010000000000000515BI0100001152	764.4	Cum
41	41	Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete	BI01010001010000000000000515BI0100001153	1146.6	Cum
42	42	Filling in Plinth and floor murum bedding in Trenches with approved murum for excavated material from foundation 15 cm to 20 cm Layer including watering ,ramming and compaction etc complete.	BI01010001010000000000000515BI0100001154	573.3	Cum
43	43	Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges,inspection charges, loading, unloading, conveyance to the departmental stores and\nstacking the same in closed shed duly protected from sun rays and rains including\ncost of jointing material i.e. solvent cement,etc. complete (selffit type to be jointed withcement solvent). 200 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001155	90	Rmt
44	44	180 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001156	90	Rmt
45	45	160 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001157	1290	Rmt
46	46	140 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001158	390	Rmt
47	47	110 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001159	210	Rmt
48	48	90 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001160	750	Rmt
49	49	75 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001161	2640	Rmt
50	50	Lowering, laying and jointing PVC pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour ,material, except cement solvent ,rubber ring, giving satisfactory hydraulics testing as per IS code etc.complete (with cement solvent joint/ring fit joint). 200 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001162	90	Rmt
51	51	180 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001163	90	Rmt
52	52	160 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001164	1290	Rmt
53	53	140 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001165	390	Rmt
54	54	110 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001166	210	Rmt
55	55	90 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001167	750	Rmt
56	56	75 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001168	2640	Rmt
57	57	Providing double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, ncluding all taxes, transportation, etc. complet.150 mm Sluice Valve	BI01010001010000000000000515BI0100001169	2	Nos
58	58	100 mm Sluice Valve	BI01010001010000000000000515BI0100001170	2	Nos
59	59	80 mm Sluice Valve	BI01010001010000000000000515BI0100001171	2	Nos
60	60	65 mm Sluice Valve	BI01010001010000000000000515BI0100001172	7	Nos
61	61	Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete .150 mm Sluice Valve	BI01010001010000000000000515BI0100001173	2	Nos
62	62	100 mm Sluice Valve	BI01010001010000000000000515BI0100001174	2	Nos
63	63	80 mm Sluice Valve	BI01010001010000000000000515BI0100001175	2	Nos
64	64	65 mm Sluice Valve	BI01010001010000000000000515BI0100001176	7	Nos
65	65	Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation ,surcharging ,etc.complete 100 mm Dia. M- class	BI01010001010000000000000515BI0100001177	2811.04	Cum
66	66	Providing and constructing B.B Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation BB Masonry in 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer -in-charge (A) As above of 60 x 45 cm internal size and depth up to 0.90 m with precast RCC slab cover	BI01010001010000000000000515BI0100001178	13	Nos
67	67	Providing ISI mark G.I. pipes of following class and dia. including all local and entral taxes, octroi, inspection charges, transportation to stores, etc. complete.100 mm Dia. M- class	BI01010001010000000000000515BI0100001179	30	Rmt
68	68	80 mm Dia. M- class	BI01010001010000000000000515BI0100001180	30	Rmt
69	69	Lowering, laying and jointing G.I. 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\nEngineer-in-charge.100 mm Dia. M- class	BI01010001010000000000000515BI0100001181	30	Rmt
70	70	80 mm Dia. M- class	BI01010001010000000000000515BI0100001182	30	Rmt
71	71	Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / neiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.	BI01010001010000000000000515BI0100001183	11.4998	Cum
72	72	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 pressrue 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.200 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001184	0.09	Km
73	73	180 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001185	0.09	Km
74	74	160 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001186	1.29	Km
75	75	140 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001187	0.39	Km
76	76	110 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001188	0.21	Km
77	77	90 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001189	0.75	Km
78	78	75 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001190	2.64	Km
79	79	SUB ESTIMATE NO.6 - MICS.WORK:-Providing and erecting 1.5 M. high wire fencing with 7 rows of barbed wire supported on M.S. angles ( 50 x 50 x 6 mm ) at 2.5 Mtr., c/c including excavation pits for foundation, fixing posts in cement concrete 1:4:8 of size 45 x 45 x 45 cm , fastening the wire and painting the M.S. angles with one coat of red lead primer and two coats of painting etc.complete.	BI01010001010000000000000515BI0100001191	40	Rmt
80	80	Providingandfixing50mm.dia.mediumclassG.I.pipegatewithwicketgateofapproveddrawingwithallfixturesandfittingsintwoleaveswithstrongholdfastembeddedinc.c.blockattopandbottomwithlockingarrangementincludingcutting,bending,makingholesandwith one coat of primer etc. complete.	BI01010001010000000000000515BI0100001192	2	Nos
81	81	SUB ESTIMATE NO.7 - TRIAL RUN:-Commissioning, running and maintaining the scheme to quantities , rated capacity including manning necessary personnel such as operator, valve man etc.as per requirement of the scheme and who should also administer chemical dose for a period of one month together with training of personnel spared by M.J.P. / Local body and handing over the scheme to local body after completion of the above period as directed by Engineer- in-charge etc.complete.	BI01010001010000000000000515BI0100001193	1	Job
82	82	MSEB Charges	BI01010001010000000000000515BI0100001194	1	Job
83	83	Add GST 12%	BI01010001010000000000000515BI0100001195	1	Job

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