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Repair To Shiroli Bk . Gavthan Wss . Tal . Junnar . Dist . Pune . Open Class . 1499810, PUNE-Maharashtra

Rural Development Department has published Repair To Shiroli Bk . Gavthan Wss . Tal . Junnar . Dist . Pune . Open Class . 1499810. Submission Date for this Tender is 04-06-2020. Water Supply Project Tenders in PUNE Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

24441204
Corrigendum : Repair To Shiroli Bk . Gavthan Wss . Tal . Junnar . Dist . Pune . Open Class . 1499810
Open Tender
Indian
Maharashtra
PUNE
04-06-2020

Tender Details

repair To Shiroli Bk . Gavthan Wss . Tal . Junnar . Dist . Pune . Open Class . 1499810

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 02-Jun-2020 About Joint Venture Technical Bid 04-06-2020

Key Value

Document Fees
INR 500 /-
EMD
INR 14998.0 /-
Tender Value
INR 14.99 Lakhs /-

BOQ Items

Name of Work : REPAIRS TO SHIROLI GAOTHAN 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\nItem No.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.\n1)For Lift 0 to 1.50M 1 93.9056 Cum
2 2 2)For Lift 1.5 to 3.00M 2 71.5331 Cum
3 3 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.\n3)For Lift 3.00 to 4.5M 3 51.5156 Cum
4 4 2)For Lift 4.50 to 6.00M 4 18.5456 Cum
5 5 3)For Lift 6.00 to 7.50M 5 18.55 Cum
6 6 4)For Lift 7.50 to 9.00M 6 42.39 Cum
7 7 5)For Lift 9.00 to 10.50M 7 42.39 Cum
8 8 6)For Lift 10.50 to 12.00M 8 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 9 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 10 4.1 Cum
11 11 b)R C C M-200 grade for Vertical wall 11 23 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) 12 1.7 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 13 1000 BHP
14 14 Item No.7 :-Providing for taking recuperation test etc complete including electrical pumpsets or diesel pumpset including fuel etc complete 14 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 15 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 16 152 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. 17 10 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. 18 60 Rmt
19 19 Sub-Estimate No. 2 : REPAIRS TO RISING MAIN.\nItem No.1 :- Item No. 1 :- Excavation for foundation/ pipe trenches in soil of all types,soft &hard murum ,including removing the excavated material upto a distance of 50 meters and lift as below,stacking and spreading as directed normal dewatering, perparing the bed for foundation and excluding back filling, etc.complete. 19 378 Cum
20 20 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 . 20 252 Cum
21 21 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. 21 97.125 Cum
22 22 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 22 75 Rmt
23 23 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 23 75 Rmt
24 24 Item No 6:-Providing and supplying in standard GI/P.V.C Specials as per requirement 24 1 NO
25 25 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 25 925 Rmt
26 26 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 26 925 Rmt
27 27 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 27 5 No
28 28 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 Type - PN -1. 28 2 No
29 29 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.\na) P.C.C 1:2:4 29 1.25 Cum
30 30 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 30 525.4 Cum
31 31 Item No 13:- Providing and fixing information board of size 1.5 x 1.2 M including excavation painting etc comp 31 1 No
32 32 ADD 12 % FOR GST 32 1 No.
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