Tender For Providing Pwss For Shidrukwadi, Dalviwadi, Patilwadi Gudhe, Tal. Patan. Dist. Satara.
Tender Value
16.94 Lakhs
Estimated cost
Bid Submission
22 Jul 2026
7 days left
EMD
16948
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Satara → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Pwss For Shidrukwadi, Dalviwadi, Patilwadi Gudhe, Tal. Patan. Dist. Satara.
BOQ
| Sl. No. | Item Description |
| 1 | SUB WORK NO 1 :- Source Well |
| 2 | Item no 1 :-Excavation in general in soft materilas comprising of soft soil soft murum ,sand ,hard murum with boulders in wet or dry condition for head works i,e intake well connecting pipe jack well pump house supply well etc. for lift 0.00 to 1.50m and lead 150m including barricading ,gaurding disposing of surflus excavated stuffs within a radious of 0.50 km as directed by engineer in - charge complete. excluding refilling |
| 3 | 0.00 to 1.50 m |
| 4 | 1.50 to 3.00 m |
| 5 | 3.00 to 4.50 m |
| 6 | 4.50 to 6.00 m |
| 7 | 6.00 to 7.50m |
| 8 | 7.50 to 9.00m |
| 9 | 9.0 to 10.50 m |
| 10 | Item no 2 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in me-asurable heaps,within a distance of 50 m. from the area & lift as below, normal dewatering, excluding back filling, etc.complete |
| 11 | 1.50 to 3.00 m. |
| 12 | 3.00 to 4.50 m. |
| 13 | 4.50 to 6.00 m |
| 14 | 6.00 to 7.50 m |
| 15 | 7.50 to 9.00 m |
| 16 | 9.0 to 10.50 m |
| 17 | 10.50 to 12 m |
| 18 | 12 to 13.50 m |
| 19 | 13.50 to 15 m |
| 20 | Item No 3 :-Dewatering the excavated tranches 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. |
| 21 | M.J.P.DSR 23-24 40/14 89.00+10% |
| 22 | Item No 4 :- Providing &fixing 80 m.m.dia A.c. / p. v. c. pipe weap holes at 1.5m c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete for well staining wallof necessary diameter. |
| 23 | M.J.P.DSR 23-24, 291/5 231+10% |
| 24 | Item No 5:- Providing &laying in situ P.C.C. 1:2:4 (M-15) of trap metals as per detailed drawing including formwork compacting curing etc. complete. |
| 25 | MJP SSR 23/24, 47/1b |
| 26 | Item No 6:-Providing &fixing in position Steel reinforcement of verious diameters for R.C.C.pile caps, footings, foundations, slabs, beams, columns, staining walls, etc. as per detailed drawings, designs, & schedules. including cutting, bending, hooking, & binding with wires.etc. completed. |
| 27 | M.J.P.DSR 23-24 50/8b 80681.00+10% |
| 28 | Item No 7:- Providing and casting in situ C.C. of trap /granite/ quartzite / gneiss metal ofapproved quality for RCC works as perdetailed drawings and designs or asdirected byEngineer-in-chargeincluding normal dewatering, centering,form work, compaction, finishing theformed surfaces with C.M. 1:3 ofsufficient minimum thickness to give asmooth and even surface wherevernecessary or roughening if special finishis to be provided and curing, etc.complete. (By weigh batching and mixdesign for M-250 and M-300 only. Use ofL&T, A.C.C., Ambuja, Birla Gold,Manikgad, Rajashree, etc. cement ispermitted.) (Excluding M.S. or Torreinforcement) |
| 29 | MJP SSR 23/24 BEAM M30 |
| 30 | Item No 8:- Providing and casting in situ C.C. oftrap / granite/ quartzite / gneiss metal ofapproved quality for RCC works as perdetailed drawings and designs or asdirected byEngineer-in-chargeincluding normal dewatering, centering,form work, compaction, finishing theformed surfaces with C.M. 1:3 ofsufficient minimum thickness to give asmooth and even surface wherevernecessary or roughening if special finishis to be provided and curing, etc.complete. (By weigh batching and mixdesign for M-250 and M-300 only. Use ofL&T, A.C.C., Ambuja, Birla Gold,Manikgad, Rajashree, etc. cement ispermitted.) (Excluding M.S. or Torreinforcement) Staining Wall |
| 31 | Staining Wall M30 |
| 32 | Item No 9 - Refilling the trenches with available excavated stuff with soft material fist ovar pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 33 | MJP SSR 23/24 |
| 34 | Item no 10 :- Providing and fixing M.S.steel RSJ channel girder for supporting to pumping machinery etc. complete. |
| 35 | M.J.P.DSR 23-24 46/5, 89542+10% |
| 36 | Item No11:-Providing &Fixing in position C. I. dapuri steps of 22mm dia. M. S. bars steps with proper anchorage with applying three coats of anti-corrosive oil paint etc. comleted. |
| 37 | M.J.P.DSR 23-24 292/11 464+10% |
| 38 | Item no 11 :- Providing and fixing M.S. chequerred plateflooring of following thickness supported onM.S. angles (25 x 25 x 5 mm size) includingwelding, cutting and fabricating the plates to therequired square or rounding shape, makingholes in the plate, including providing andapplying 3 coats of anticorrosive paint, etc.complete as directed by Engineer-in-charge. |
| 39 | MJP DSR 23/24, 291/6a |
| 40 | Item no 12 :- Providing and fixing G.I. pipe railing having1.0 M height consisting 50 x 50 x 6 mm thickM.S. angles as verticals at 1.5 M c/c andadditional posts at every corner with 3 rows of25 mm dia G.I. pipes of medium class varietyas horizontal and painting 3 coats of oil paintover 1 coat of anticorrosive paint of approvedcolour and shade including cost of all labour,transporting bends to curved shape, etc.complete. |
| 41 | MJP DSR 23/24, 56/1A |
| 42 | Item No13 :- Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigationin all types of strata, soft soil, murum, hardmurum with boulders, soft rock, hard rock andquartzite, etc. The item includes all hire andrunning cost of Callyx machine, conveying allmaterials to site of work excluding conveyanceof callyx machine and back sampling all overburden strata in glass jar and core samplesserially numbered at site in a wooden corebox, samples to be taken at 1.0 M interval andconveying to the place as directed byEngineer-in-charge. The diameter of bore inoverburden shall be 100 mm and of NX size(50 mm) in other strata. The item shall alsoinclude M.S. casing pipe of 2.5 mm thick platein overburden only and shall be 1.0 M aboveGL with cap over it. |
| 43 | Item No14:-Providing &Fixing in position Name Board of the work showing details of the scheme etc. comleted. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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