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Repair To Waghadara Otur Wss . Tal . Junnar . Dist . Pune . Open Class ., PUNE-Maharashtra

Rural Development Department has published Repair To Waghadara Otur Wss . Tal . Junnar . Dist . Pune . Open Class .. Submission Date for this Tender is 05-06-2020. Water Supply Project Tenders in PUNE Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

24375340
Corrigendum : Repair To Waghadara Otur Wss . Tal . Junnar . Dist . Pune . Open Class .
Open Tender
Indian
Maharashtra
PUNE
05-06-2020

Tender Details

repair To Waghadara Otur Wss . Tal . Junnar . Dist . Pune . Open Class .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 02-Jun-2020 About Joint Venture Technical Bid 05-06-2020

Key Value

Document Fees
INR 1000 /-
EMD
INR 28000.0 /-
Tender Value
INR 28 Lakhs /-

BOQ Items

Name of Work: 11. REPAIRS TO WAGHADARA OTUR WATER SUPPLY SCHEME TALUKA JUNNAR DISTRICT PUNE
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Sub-Estimate No. 1 : REPAIRING OF EXISTING PERCOLATION WELL\n'ItemNo.1:-Excavation in general in soft material comprising of soft soil, soft murum,sand, hard murum with boulders in weor dry condition for Head Works i.eIntake Well, Connecting Pipe, Jack, connecting pipe,Jack well, Pump house,Supply well, etc. for lift as belov and lead of 150 M including barricating, guarding off surplus excavated stuff within a radius of 0.5 km.as directed by Engineer-in charge,etc. complete excluding refilling.\n.Lift 0.00 to 1.50 BI01010001010000000000000515BI0100001113 136.884 Cum
2 2 2)For Lift 1.5 to 3.00M BI01010001010000000000000515BI0100001114 104.871 Cum
3 3 3)For Lift 3.00 to 4.5M BI01010001010000000000000515BI0100001115 98.91 Cum
4 4 ItemNo.2:-Excavation in general in hard material comprising of soft rock,hard rock,Manjara rock, etc, by blasting/ controlled blasting, cheiselling as required in wet or dry condition for Head works ie. Intake well, connecting pipe,Jack well, Pump house,Supply well, etc. for lift as belov and lead of 150 M including barricating, guarding off surplus excavated stuff within a radius of 0.5 km.as directed by Engineer-in charge,etc. complete excluding refilling.\n2)For Lift 4.50 to 6.00M BI01010001010000000000000515BI0100001116 95.3775 Cum
5 5 3)For Lift 6.00 to 7.50M BI01010001010000000000000515BI0100001117 42.39 Cum
6 6 4)For Lift 7.50 to 9.00M BI01010001010000000000000515BI0100001118 42.39 Cum
7 7 5)For Lift 9.00 to 10.50M BI01010001010000000000000515BI0100001119 42.39 Cum
8 8 6)For Lift 10.50 to 12.00M BI01010001010000000000000515BI0100001120 42.39 Cum
9 9 ItemNo.3: -Providing and laying in situ cement concrete following grades of C C of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water manually, form work, compacting and curing, finishing, etc complete.\na) P.C.C 1:2:4 BI01010001010000000000000515BI0100001121 2.71 Cum
10 10 Item No.4:-Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-200/250 and M-300 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 grade.\na)R C C M-200 grade for Bottom Raft BI01010001010000000000000515BI0100001122 8.2 Cum
11 11 b)R C C M-200 grade for Vertical wall BI01010001010000000000000515BI0100001123 32 Cum
12 12 Item No.5:-Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes,caps, footings, foundation, slabs, beams, columns,canopies, staircases. newels, chajjas, lintels, pardies,copings, fins, arches, etc. as per detailed designs,drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required,etc. complete. (including cost of binding wire) BI01010001010000000000000515BI0100001124 2.9 MT
13 13 Item No.6:-Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete BI01010001010000000000000515BI0100001125 2625 BHP
14 14 Item No.7 :-Providing for taking recuperation test etc complete including electrical pumpsets or diesel pumpset including fuel etc complete BI01010001010000000000000515BI0100001126 4 Day
15 15 Item No.8:-Providing stuctural 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 Engineer-i BI01010001010000000000000515BI0100001127 0.386 MT
16 16 Item No.9:-Providing and filling around the well with boulders filling og selected variety and size of boulders from excavted materials labour, transportation etc complete with all leads and lifts BI01010001010000000000000515BI0100001128 146 Sqm
17 17 Item No.10: -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. BI01010001010000000000000515BI0100001129 20 Rmt
18 18 Item No.11 :-'Providing,& digging horizantal bore in existing supply well including transportation of materials to site of works, . complete as directed by Engineer-in-charge. BI01010001010000000000000515BI0100001130 120 Rmt
19 19 Sub-Estimate No. 2 : PUMPING MACHINERY .\n'Item No1 :- Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to with stand entire hyderolic thrust.The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design.Antithrust stream lined non return valve shall be provided with the pump.3 m Submersible copper conductor cable , in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. \n Discharge 31375 LPH, Total Head :-65 M Submersible Pump 150 mm dia ( with Bronz Impeller) up to 8 stages H.P-7.50 BI01010001010000000000000515BI0100001131 1 No
20 20 Item No 2:- Providing erecting and commissioning testing of floor mounting type L.T.Panel Board ( Skeleton type) box type as per detailed specification) BI01010001010000000000000515BI0100001132 1 No
21 21 Item No 3:- Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. \n1)65 mm dia Cast iron Sluice valve PN 1.0 BI01010001010000000000000515BI0100001133 1 No
22 22 Item No 4:- 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. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - \n1)65 mm dia D/F reflux valves (non-return valves ) PN 1.0 BI01010001010000000000000515BI0100001134 1 No
23 23 Item No. 5 :-Supplying and erecting G.I. Pipe "B" class in position for suction, delivry for centrifugal pump, vacuum pump and drop pipe for submersible pump including plumbing with socket/Double flange and necessary material 65 MM dia G.I Pipe As per rate anlysis.\n1)65 MM G.I PIPE MEDIUM CLASS BI01010001010000000000000515BI0100001135 18 Rmt
24 24 Item No.6 :-Providing and making flanged joints to flanged C.I. /M.S pipes of all classes/ specials etc. including cost of all jointing materials ( rubber packing, nut bolts, etc.) labour, hydraulic testing etc. complete.\n1)65 mm dia flanged joints BI01010001010000000000000515BI0100001136 10 No
25 25 Item No. 7 :Providing, fabricating, laying at site of work M.S. pipes and specials from M.S. Plate of thickness 6 mm and above as per I.S. 3589 - 1981 including preparing ends suitably machined and finished having required strength to with stand internal pressure, with giving suitable protection by inside and out side coating of epoxy paint as per relevant IS, including required cutting and welding,etc complete. BI01010001010000000000000515BI0100001137 75 k.g
26 26 Item No. 8 :Providing, installing and commissioning with test & trial pressure gauge arrangement having range about 32 Kg/cm² with syphon tube etc.complete.100mm dia BI01010001010000000000000515BI0100001138 1 No
27 27 Item No. 9 :Providing, laying ,jointing & testing of P.V.C water proof submersible cable copper conductor of type.etc.complete.( Sq.mm size as per detiled specification)\n\n1) 3 core 4.00 sq mm BI01010001010000000000000515BI0100001139 100 Rmt
28 28 Item No. 10 - :Providing installing and testing ,earthing arrangement to the installation of motor, L.T Panel board, starter etc. complete as per detailed specifications.\nErathing with chamber BI01010001010000000000000515BI0100001140 1 No
29 29 G.I Erath Strip BI01010001010000000000000515BI0100001141 50 k.g
30 30 Sub-Estimate No. 3 : REPARS TO RISING MAIN.\nItem No.1 :- Excavation for foundation / pipe trenches in earth, soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50 mtrs. and lift as below. stacking and spreading as directed normal, dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. BI01010001010000000000000515BI0100001142 562.5 Cum
31 31 Item No. 2 :-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 . BI01010001010000000000000515BI0100001143 562.5 Cum
32 32 Item No 3:- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20 cm layers including watering and compaction complete. BI01010001010000000000000515BI0100001144 118.125 Cum
33 33 Item No 4 :- Providing supplying ISI mark G.I Medium class pipe of following class and diameter including excluding G.S.T etc complete(IS:8329-2000 lastest version ).\n1) 80 mm dia G.I Pipe Medium class BI01010001010000000000000515BI0100001145 450 Rmt
34 34 Item No. 5 :-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.\n1) 80 mm dia G.I Pipe Medium class BI01010001010000000000000515BI0100001146 450 Rmt
35 35 Item No 6:-Providing and supplying in standard GI/P.V.C Specials as per requirement BI01010001010000000000000515BI0100001147 1 JOB
36 36 Item No 7 :-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 G.S.T, 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. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). \n90 mm dia PVC 6 Kg/Cm Pipe BI01010001010000000000000515BI0100001148 1050 Rmt
37 37 Item NO 8 :-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, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).\n90 mm dia PVC 6 Kg/Cm Pipe BI01010001010000000000000515BI0100001149 1050 Rmt
38 38 Item No.9 :-Providing and making flanged joints to flanged C.I. /M.S pipes of all classes/ specials etc. including cost of all jointing materials ( rubber packing, nut bolts, etc.) labour, hydraulic testing etc. complete.\n1)80mm flanged Joints BI01010001010000000000000515BI0100001150 10 NOS
39 39 Item No. 10 :-Providing and supplying ,lowering laying fixing C.IAir Valves as per IS-10845 and MJP’s standard specifications of approved make and quality of following diameters excluding G.S.T., railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. including all labour &material ect complete.\nA) 25 mm. dia Air Valve Single Ball Flanged Type - PN -1. BI01010001010000000000000515BI0100001151 3 No
40 40 ItemNo.11: -Providing and laying in situ cement concrete following grades of C C of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water manually, form work, compacting and curing, finishing, etc complete BI01010001010000000000000515BI0100001152 5 Cum
41 41 Item No.12:-Refilling the trenches with available excavated stuff with soft matertial first over pipe line and then hard material in15 cm layers with all leads and lifts including consolidation, surcharging, etc.complete BI01010001010000000000000515BI0100001153 992.9 Cum
42 42 Item No 13:- Providing and fixing information board of size 1.5 x 1.2 M including excavation painting etc comp BI01010001010000000000000515BI0100001154 1 No
43 43 ADD 12 % FOR GST RS. BI01010001010000000000000515BI0100001155 1 NO
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