Construction Of Pws Scheme At Surur, Tal. Wai, Dist- Satara Construction Of Pws Scheme At Surur, Tal. Wai, Dist- Satara
Tender Value
21.54 Lakhs
Estimated cost
Bid Submission
03 Dec 2021
0 days left
EMD
21547
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Surur, Tal. Wai → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Pws Scheme At Surur, Tal. Wai, Dist- Satara Construction Of Pws Scheme At Surur, Tal. Wai, Dist- Satara
BOQ
| Sl. No. | Item Description |
| 1 | Item No. 1 :- 15BHP Submersible Pumpsets 100 mm dia. Providing erecting and giving test of 100 mm dia submersibe pumpsets confirming to IS 8034 and motor confirming to IS9283. Pumpshall be suitable for various delivary head and discharge with stainless steel pump shaft and bronze impeller, motor suitable for working on 415V+or - 10%, 3 Ph ,50 Hz, A.C. supply with cable guard ,thrust carbon 1 fibre bearing to with stand entire hydraulic thrust, waterproof winding shall be providedThe pumpset shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump. Suitabe suction stainer shall also be provided. 3core, single 1 double run copper conductor submersible type flat cable 3 m and 2 pairs of erection clamps 65mm width 10mm thick shall be provided along with the pump. Rates per pump upto 15 stages are as below.. |
| 2 | Item No. 2:-Providing, supplying and erecting GI pipe in position for suction, delivary for centrifuagal, vaccume, and drop pipe for submersible pump including plumbing with socket and necessary material etc complete. 65 mm dia Medium Class GI pipe |
| 3 | 65 mm dia Non return Valves |
| 4 | Item No.3 –IRON WORK (Frame work ), for panel board or for other purpouse complete with bending ,cutting ,drilling and welding complete erected at position with necessary material duly painted with one coat of red oxide and two coats of enamelled paint to match the swichgear or as per the direction of the autharity.(page54 ) |
| 5 | Item No.4 - Panel fabrication,G.I. sheet of thickness given below to be used for fabrication, of boxes, panel boards, ere including cutting,bending ,drilling, welding, cleaning,redusting and painting with one coat of red lead paint and two coats of enamel paint. 16 SWG(page-53 ) |
| 6 | Item No. 5-Supplying and erecting triple iron clad 1 metal clad switch and fuse 415/ 500 V of suitable rating as below of approved make erected on angle iron frame. 32 Amps |
| 7 | Item No.6 – Suppling & erecting on angle frame triple pole iron clad / metal clad change over switch of suitable rating of 500 V of approved mahe |
| 8 | Item No.7-Providing erecting & commissioning ELCB/ R CCB of suitable rating as below working on residential current 3 Ml Amp. sensitivly max 3.00 Ml /sec etc. erected in provided M.S. box etc. complete |
| 9 | Item No.8-Supplying & erecting self locking arrangement with duplicate key duly erected flush with panel surface of clamp board etc. complete |
| 10 | Item No. 9 :-Providing & erecting selcetor switch for this arrangement |
| 11 | Item No. 10 :- Providing, supplying and erecting Ameter A.C. 50cycles 1 sec. With 0 to 500 V range flush erected erected on provided M.S. box |
| 12 | Item No. 11 :-Providing & Supplying Erecting Marine Plywood 12 mm thick fixed etc. complete |
| 13 | Item No.12 :-Providing, supplying and erecting voltmeter A.C. 50cycles 1 sec. With 0 to 500 V range flush erected erected on provided M.S. box with panel type fuses and connected with nessesory PVC wire. |
| 14 | Item No.13:-CAPACITOR, Providing, supplying and erecting bank of metalised polypropylene condensers with the standard capacities of 2,3.5,7,10, 12.5, and 15 kV AR units of P.F. correction for operation on 3 phase, 50 cIs, 400 V (+ or- 10%) with externally discharging resistances,earthing terminals and built on angle, iron or channel iron frame works and provided with terminal cover box complete erected on provided iron bracket or on floor duly tested.(page 75 ) |
| 15 | Item No.14:-Providing supplying and erecting D O L starter to operate squirrel cage induction motor working on 380-440 V 3 Ph 50 Hz with no volt coil and over load element with necessory material and connected to supply etc complete Starter with original sheet steel encloser.Conductor Rating 12 Amps (Upto 7.50 HP) |
| 16 | Item No 15 :-Providing,supplying and erecting, plain copper conductor, PVC insulated flexible cable as per IS 694/ 1990 of following grade upto 1100 volts. 3 core4 sq mm |
| 17 | Item No.16 : -providing, supplying and erecting galvanised cast iron earth plate 60 * 60 * 0.6 cm burried in specifically prepared earth pit (top edge of plate 1.5m below ground level ) refilling with 30 kg charcol and salt with alternate layers. necessory length of double G.l.earth strip connected to the plate with cadmium plate G.I. nut bolts 12 mm dia with bituminous compound and connected to the nearest switch gear with end socket as per direction and duiy tested DV earth. tester and recoring the result. supplying and erecting 19 mm dia vertical G.I.pipe 1.5 m long with funnel and mesh at top is included inth scope of work.( page 124 ) |
| 18 | Item No 17 :-Providing,erecting pressure gauge of required range complete with syphon tube,isolating cock sutable for 12mm dia G.I.pipe pressure gauge shall be installed as directed with tapping on rising main. |
| 19 | ESRItem No.1: - 100000 LitDesigning (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 inall 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 |
| 20 | 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.sonry 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 satisfactorywater 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 |
| 21 | 1 The design of the structure be in accordance with relevant I.S.specification (I.S3370 - 1965 or revised.) 2.The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks 3.For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.4.The entire structure shall be in M-300 mix only. 5.Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.6.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.7These rates include providing M.S. ladder for E.S.R.s |
| 22 | upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.8.Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300 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 stretch at shallow depth, extra provision of dewatering shall be made as per site condition.10.All conditions given in the Member Secretary\"s Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 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.11 75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete |
| 23 | Item No. 2:-Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete Note - One coupler shall be provided with each full length pope cost of which is included in raed below 150 mm ? GI B Class |
| 24 | Item No. 3:-Providing erecting, connecting,double falnged short body pattern type manually operated butterfly valves having body disc and end cover in graded cast iron to IS 210 Gr CF 200 generally confirming in BS 5155 synthetic funner faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing exculding C C foundation / structural steel support confirming to IS 13095-1991 150 mmSluiceValve |
| 25 | 100 mmSluiceValve |
| 26 | Item No 4 :-Providing and constructing 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 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 RCC 1:2:4 proportion x 15 cm thick slab,etc.complete as directed by Engineer-in-charge. as above 60 X 45 cm internal size and path upto 090 Mwith precast R C C slab cover 60*45 size |
| 27 | Miscellaneous Item no:1 Providing and fixing board displaying information, such as \"Name of work, Tender cost, In Rs. Name of Contractor, Work completion and liability period etc\", having rectangular shape of1.20m x 0.90m size made out 18 gauge (1.25mm) 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 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 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 |
AI Tender Summary
Tender Timeline
Nov 27, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 03, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 06, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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