Naygaon Dattapur Village Water Supply Scheme , Tq.Mehkar Dist.Buldana, Dattapur-Maharashtra

TDR : 34201034

Tender Notice
Corrigendum Details
BOQ

Expired

Dattapur , Maharashtra

Tender Brief : Corrigendum : Naygaon Dattapur Village Water Supply Scheme , Tq.Mehkar Dist.Buldana

Document Fees
₹ 5600 /-

EMD
₹ 142000.0 /-

Tender Value
₹ 1.46 Crore /-

Submission Date
14-10-2022

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	11-10-2022	Bid_Notice	Other	14-10-2022
2	04-10-2022	Bid Letter	Other	14-10-2022

NAME OF WORK :-NAYGAON DATTAPUR VILLAGE WATER SUPPLY SCHEME , TQ.MEHKAR DIST.BULDANA

Sl. No.	Item Description
1	SUB WORK NO.1 :- Trial Bore
2	Item No. 1
3	Taking Trial Bore (Core Bore Sampling) by Calyxe machine with TCT/NX bits together undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock hard rock & quartizite etc. The item includes all Hire & running cost of Callyx Machine conveying all materials to site of work excluding conveyance of callyx, machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden Core Box, Samples to be taken at 1.0 m interval and conveying to the place as directed by Engineer-in-charge, The diameter of bore in overburden shall be 100 mm and of NX size (50mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburdern only and shall be 1.0 m above GL with cap over it.
4	In Overbuden
5	In Weathered Rock with Boulder
6	In Weathered Rock/ Soft Rock
7	In Hard Rock other than quartzite
8	SUB WORK NO.2 :- Supply Well 7 M Dia. X 15 M Deep
9	Item No. 1
10	Excavation in general in Soft material comprising ofsoft soil ,hard murum with boulders etc as required in wet or dry condition for head worksincluding removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.
11	Lift0.00to 1.50 m
12	Lift1.50to 3.00 m
13	Lift3.00to 4.50 m
14	In the Submergence of Dam
15	Item No. 2
16	Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.
17	In the Submergence of Dam
18	Lift4.50to 6.00 M.
19	Lift6.00to 7.50 M.
20	Lift7.50to 9.00 M.
21	Lift9.00to 10.50 M.
22	Lift 10.50 to 12.00 M.
23	Lift 12.00 to 13.50 M.
24	Lift 13.50 to 15.00 M.
25	Item No.3
26	Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
27	P.C.C M150 For Foundation
28	Item No.4
29	Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
30	Footing in M300
31	Lift 5.00 to 10.00
32	Item No.5
33	Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
34	Walling ( Lift 0.00 to 5.00 m.)
35	Walling ( Lift 5.00 to 10.00 m.)
36	Beam(Lift 0.00 to 5.00 m.)
37	Item No.6
38	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
39	Item No.7
40	Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing of water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ) etc. complete.
41	Item No.8
42	Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.
43	Lift 0.00 to 5.00
44	Lift 5.00 to 10.00
45	Item No. 9
46	Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts.
47	Item No. 10
48	Providing and filling in sand boxing in pipeline or for foundation with sand of approved quality including watering compaction, etc. complete.
49	Item No. 11
50	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 detaild design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted/ wided connections and one coats of anticorrosive paint and over it two coats of oil painting etc complete.
51	Item No. 12
52	Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
53	Item No. 13
54	Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts.
55	Item No. 14
56	Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
57	8 mm thick
58	Item No. 15
59	Carrying out recuparation / Yield test for ascertaining the discharge of constructed well / excavated profile as directed by Engineer - In - Charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level upto full depth rise is recorded. The normal water level / subsoil water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, overload, labours etc. complete as directed.
60	Item No. 16
61	Providing and fixing in position C.I. Type dapura steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc. complete as directed by Engineer-in-charge.
62	Item No. 17
63	Drilling bore well of 115 mm dia. Including transportation charges of required machinery.
64	For Horizontal Bore
65	SUB WORK NO.3 :- Switch Room2.50 M X 2.50 M X 3.00 M Size
66	Item No.1
67	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 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
68	Item No.2
69	Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters 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.
70	Item No.3
71	Providing and laying in situ 1:3:6 (M-100) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
72	Item No.4
73	Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
74	Footing M 200
75	Item No.5
76	Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-200 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.
77	1) Columnin M200
78	2) Beam & Lintelin M200
79	3) Chajjain M200
80	4) Slabin M200
81	Item No.6
82	Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.
83	Item No. 7
84	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.
85	Item No. 8
86	Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
87	Item No. 9
88	Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.
89	Item No. 10
90	Providing internal & external electrification of switch room including cost of all material & labour shown in rate analysis etc. complete.
91	Item No.11
92	Providing 2nd Class B.B masonary with conventional bricks in CM as below in super structureinner walls / external walls including normal dewatering, striking joints on unexposed faces, raking out joints on exposed faces and watering etc complete in Cement Mortor (1:6)
93	In Foundation & plinth
94	In Super Structure
95	Item No. 12
96	Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.)
97	Item No. 13
98	Providing and fixing steel frame door of angle 50x50x6 mm with mild steel bars 16mmdia. horizontally at 10mm c/c for ventilator portion including iron hold fast boxes for fixings hutters including welding, finishing, painting etc. complete complete.
99	Item No. 14
100	Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete.
101	12 mm thick ( Without neeru finish)
102	Item No. 15
103	Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.
104	Neeru finish
105	Item No. 16
106	Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
107	Sand faced plaster
108	Item No. 17
109	Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour tonew plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
110	Item No. 18
111	Providing and applying primer coat for wall surface to receive oil bound distemper treatment etc. complete.
112	Item No. 19
113	Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.
114	Item No. 20
115	Providing & laying rough Shahabad Stone flooring 40mm to 50 mm thick & of required width in plain/diamond pattern on a bed of 1:6 C.M including cement float,striking joints,pointing in cement morter 1:3 curing & cleaning etc. complete ( Bd-M-1/379)
116	SUB WORK NO.4 :- Pure Water Pumping Machinery 10 HP & 48 M Head
117	Item No.1
118	Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 64m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump, 3m submersible copper conductor cable and 2 pair of erection clamps, 65mm width, 150mm Dia thick shall be provided with each pump.
119	10.00 HP Submerssible Pumpset
120	24741 LPH Discharge
121	48.00 Head in M. 150 MM Dia.
122	Item No.2
123	Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004.
124	100 mm Dia. G.I. Pipe ( Heavy )
125	Item No.3
126	Lowering, laying and jointing G. I. pipes and specialsof following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directedby Engineer-in-charge.
127	100 mm Dia. G.I. Pipe ( Heavy )
128	Item No.4
129	Providing and Fixing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)
130	100 mm dia Non return valve PN -1.60
131	Item No. 5
132	Providing & fixing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
133	100 mm dia sluicevalve PN -1.60
134	Item No. 6
135	Providing & fabricating of suitable size base frame for submerssible pump sets.
136	Item No. 7
137	Supplying errecting G.I. pipes A grade errected for enclosing armoured cable 25 mm diafor underground and above ground cable with etc. complete to cover the cable all over.
138	25 MM Dia G.I.Pipe
139	Item No.8
140	Making trench in soft soil of suitable width & depth for laying provided L.T cable up to 10 sq.mm complete.As per specification No. CW-EXN-CTR
141	Item No.9
142	Providing and fixing L.T. Panel comprising of ameter, voltmeter switches capacitor, water level guard etc.
143	7.50 HP Pump
144	Item No.10
145	Providing & fixing electric cable ( flat ) 10 mm² for submerssible pump complete.
146	3 Core 10 Sqmm
147	Item No. 11
148	Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete.
149	Item No. 12
150	EARTHINGSupplying & errecting galvanised cast iron earth plate size 60 x 60 x .6 cm complete with all materials , testing as per specification No.EA-EP
151	Item No. 13
152	Providing & making flanged joints to flanged C.I pipes of all classes/specials etc including cost of all jointing materials ( rubber packing,nut bolts etc),labour,hydraulic testing etc complete.
153	80 mm dia
154	Item No. 14
155	Providing & fixing 100 mm dia. Pressure gauge.
156	SUB WORK NO.5 :-Rising Main 140 MM PVC 6 Kg & 1000 M Long
157	Item No.1
158	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 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).
159	110 mm dia PVC 6 Kg/cm2 pipe
160	Item No. 2
161	Providing ISI mark C.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. completeas per IS-1239/2004.
162	100 mm dia C.IClass pipe
163	Item No. 3
164	Providing & supplying PVC/C.I / GI specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)
165	Item No. 4
166	Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
167	As Scoure Valve
168	80 mm dia. Sluice Valve PN 1.6
169	As Isolation Valve
170	125 mm dia. Sluice Valve PN 1.6
171	Item No. 5
172	Providing and supplying Air Valves as per IS-14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.
173	50 mm dia. Double Ball Air Valve
174	Item No.6
175	Excavation for foundation / Pipe Trenches in Earth Soil Of All Types, Sand, Gravel,Soft Murum,Hard Murum With Boulders, WBM Roads,Soft Rock.Old Cement,Lime Masonry Foundation And Hard Rock By Controlled Blasting, including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.(Average Rate)
176	Item No.11
177	Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20cm layers including watering and compaction complete.
178	Item No.12
179	Lowering, laying and jointing with P.V.C.pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).
180	14053 mm dia PVC 6 Kg/cm2 pipe
181	Item No. 13
182	Lowering, laying and jointing C. 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 Engineer-in-charge.
183	mm dia C.I Class pipe
184	Item No. 14
185	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
186	140 mm dia PVC 6 Kg/cm2 pipe
187	Item No. 15
188	Hydraulic testing of C.I.pipeline 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.
189	100 mm dia C.IClass pipe
190	Item No. 16
191	Lowering, laying and jointing Valves 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
192	As Scoure Valve
193	80 mm dia. Sluice Valve
194	As Isolation Valve
195	140 mm dia. Sluice Valve
196	Item No. 17
197	Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.
198	Item No. 18
199	Providing and fixing in position air valve shaft including providingand fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm 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 ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line
200	Foundation on Murum and Harder Strata.
201	150 mm
202	Item No. 19
203	Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x3 mm size M.S. angle frame, concre- ting in M-150 for fixing the box in position,applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.
204	50 mm dia. Double Ball Air Valve
205	Item No. 20
206	Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge
207	Chamber size 60X45X120 cm
208	(Rs.5816.00+Rs.1265.00=Rs.7081.00)
209	Item No.21
210	Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
211	SUB WORK NO.6 :- R.C.C ESR 135000 Liter Capacity
212	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 4.5M. Centre to centre for ESR having capacity upto 500cum 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 of the surplus stuff within a lead of 50 M. 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 desing, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicatiors, lightening conductor, G.I. pipe railing around walk
213	way and top slab, providing spiral stairecase from ground level to roof level & stainless steel ladder in container, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground 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 the directions of Engineer-in-charge
214	Note :-
215	1) The design of the structure shall be in accordance with relevant (IS 456-1987,IS 875-1987, IS 3370 - 1965or revised)
216	2) The design shall satisfy the stipulations as per IS 1983- 1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks.
217	3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary.
218	4) The entire structure shall be in M-250 mix only.However concrete in contact with water such as container , base slab , wall ,roof slab & footing in water born area shall be in M-300.
219	5) Plain round mild steel bars grade I confirming to IS 432 part -I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed
220	6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level.
221	7) These rates include providing M.S.ladder for ESR\"s upto 2 lakh liters capacity and providing spiral staircase for ESR above 2 lakh lit. capacity.
222	8) Staging height will have to be designed with stresses of M-200 concrete.However all RCC construction should be done in m 250 except concrete in contact with water shall be designed & constructed in M300.
223	9) These rates are including the cost of uplift pressure if any and entire dewatering during execution.In case of water logging area where water is struch at shallow depth extra provision of dewatering shall be made as per site condition.
224	10) All conditions given in the Member Secretary\"s Circular No.MJP/TS-1/350/1668 Dt.2.8.97 and MJP/S-1/350/2127 Dt.13.7.99 shall be strictly followed and additional cost if any, due to these conditions is included in the rates mentioned below.
225	11) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness in given and till that work shall be treated as incomplete.
226	12) The rates as indicated in the table are excluding the cost of pipes, specials, valves required for inlet, outlet, washout, overflow and bypass arrangements. The scope of the pipe assembly work shall be upto 5 M. beyond outside face of the outremost column.
227	13) For ESR upto 500 cum capacity CIDF pipes upto 300 mm dia shall be provided and specials should be used. For ESR above 500 cum, M.S. pipes and M.S. specials (minimum 8mm thick uo to 500mm dia. & 10 mm thickness above 500 mm dia.) shall be used with proper anticorrosive epoxy treatment from inside and outside
228	14) Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT / sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of LS item of ESR. For Extra Item due to change from individual foundation to raft actual increase in concrete and steel be paid as per relevent DSR Item.
229	15) The rates shall be increased by 30 % for bearing piles upto depth of 10 m and for further increaseed in depth by 5 m each it shall be increased by another 10 5 .These rates are applicable where raft is not feasible for pile foundation sufate resistant cement shall only be used.Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR.
230	16) Theserates are applicable for staging height of 12 m .These rates shall be increased or decreased for per meter variation in the staging height as below. 12 to 16 M staging 2% per m16 to 20 M staging3% per m 20 M and above4% per m
231	17) Following rates are for seismic zone-III , for Seismic zone-IVthese rates shall be increased by 5%, and for Seismic zone-II these rates shall be decreased by 5%
232	RCC ESR 135000 lit. capacity & staging height 12 M.
233	Item No. 2 :-Providing & supplying of ISI DI double flanged pipes including all taxes, insurance, railway freight, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc complete
234	150 mm dia DIDF pipes
235	Item No. 3 :-Providing & supplying ISI mark CIDF Sluice Valves and butterfly valves of following diameter including all taxes (Central & Local) railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store, unloading, stacking etc complete
236	150 mm dia CIDF Sluice Valve PN 1.6
237	Item No. 4 :-Providing C.I. / M.S. specials required for above pipes including all taxes transport etc complete
238	Diameter 80 mm to 300 mm
239	SUB WORK NO.7 :-Distribution System 110 mm dia. to 75 mm dia. & 6177. M Long
240	Item No. 1
241	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 perIS 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 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).
242	140 mm dia pvc 4 kg/cm2
243	110 mm dia pvc 4 kg/cm2
244	90 mm dia pvc 4 kg/cm2
245	75 mm dia pvc 4 kg/cm2
246	Item No. 2
247	Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. completeas per IS-1239/2004.
248	80 mm dia G.I pipe medium class
249	Item No. 3
250	Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
251	65 mm dia CIDF Sluice valve
252	80 mm dia CIDF Sluice valve
253	100 mm dia CIDF Sluice valve
254	125 mm dia CIDF Sluice valve
255	Item No. 4
256	Providing and supplying PVC/C.I/G.I. Specials.
257	( 10% of pipes cost)
258	Item No. 5
259	Excavation for foundation / Pipe Trenches in Earth Soil Of All Types, Sand, Gravel,Soft Murum,Hard Murum With Boulders, WBM Roads,Soft Rock.Old Cement,Lime Masonry Foundation And Hard Rock By Controlled Blasting, including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.(Average Rate)
260	Item No.10
261	Lowerig and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material except cement solvent, rubber ring giving satisfactory hydraullic testing as per IS Code etc complete (with cement sovlentjoint / ring fit joint working pressure 4 Kg./Sqm.)
262	140 mm dia pvc 4 kg/cm2
263	110 mm dia pvc 4 kg/cm2
264	90 mm dia pvc 4 kg/cm2
265	75 mm dia pvc 4 kg/cm2
266	Item No. 11
267	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 Engineer-in-charge.
268	80 mm dia G.I pipe medium class
269	Item No. 12
270	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.
271	140 mm dia pvc 4 kg/cm2
272	110 mm dia pvc 4 kg/cm2
273	90 mm dia pvc 4 kg/cm2
274	75 mm dia pvc 4 kg/cm2
275	Item No. 13
276	Hydraulic testing of G.I.pipeline 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.
277	80 mm dia G.I pipe medium class
278	Item No. 14
279	Lowering, laying and jointing Valves 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 .
280	65 mm dia CIDF Sluice valve
281	80 mm dia CIDF Sluice valve
282	100 mm dia CIDF Sluice valve
283	150 mm dia CIDF Sluice valve
284	Item No. 15
285	Providing and fixing C.I. Road box including loading unloading and carting to site of work including all necessary excavattion in all types of strata and fixing in murum packing etc. complete.
286	100 MM X 225 MM (20 KG/ NO)
287	225 MM X 300 MM (40 KG/ NO)
288	Item No. 16
289	Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
290	Item No. 17
291	Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.
292	SUB WORK NO.8 :-Trial Run For Scheme.
293	Item No. 1
294	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 yeartogether with training of personnel spared by MJP / local body and handing over the scheme to local body after completion of the above period as directed by Engineer-in-charge.
295	For Single Village (For One Year)
296	SUB WORK NO.9 :- Miscellaneous Works
297	Item No. 1
298	Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm 8 guage thick and fixed 75 mm above Ground levelon vertical M.S Angle of 40 x 40 x 6 mm size including excavating pits for foundationand embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M.c/c with iron bar 16 mm dia as hold fast including welding link with angle frame at 30 cm c/c withnuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.
299	Item No.2
300	Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete.

Also Visit

Tenders

Maharashtra Tenders

Construction Tenders

Water Storage and Supply Tenders

Water Supply Project Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Naygaon Dattapur Village Water Supply Scheme , Tq.Mehkar Dist.Buldana, Dattapur-Maharashtra

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Naygaon Dattapur Village Water Supply Scheme , Tq.Mehkar Dist.Buldana, Dattapur-Maharashtra

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us