Tender For Construcation Of Reinforced Cement Concrete Well In Gat No 2959
Tender Value
30.11 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
13 days left
EMD
3.01 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sangli → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construcation Of Reinforced Cement Concrete Well In Gat No 2959
BOQ
| Sl. No. | Item Description |
| 1 | CONSTRUCATION OF R.C.C. Well IN GAT NO 2959 |
| 2 | Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hardmurum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying allmaterials to site of work excluding conveyance of 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.a) In overburden (soft soil, murum) |
| 3 | d) In hard rock other than quartzite |
| 4 | Excavation for well in soft soil strata i.e, soft murum,hard murum with boulders for supply well Lift o m to 1.50 m |
| 5 | Lift 1.50m to 3.00 m |
| 6 | 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. complete. Lift 3.0 m to 4.50 m |
| 7 | Lift 4.50m to 6.0 m |
| 8 | Lift 6.0m to 7.50 m |
| 9 | Lift 7.50m to 9.00 m |
| 10 | Lift 9.0m to 10.50 m |
| 11 | Lift 10.50m to 12.00 m |
| 12 | Lift 12.0m to 13.50 m |
| 13 | Lift 13.50m to 15.00 m |
| 14 | Lift 15.0m to 16.50 m |
| 15 | Lift 16.50m to 18.00 m |
| 16 | Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches ,well works by pumps and other devices including disposing off water to safe distance as Engineer in charge (including cost of machinery,labour,fuel )etc. com |
| 17 | Providing and laying in situ CementConcrete M-15 of trap/ granite / quartzite/ gneiss metal for foundation and bedding including bailing of water,formwork,compaction and curing and etc. complete M-150 |
| 18 | Providing and casting in situ cement concrete of trap/granite/quartzite/gneiss metal of approved quality for R.C.C. works as per detailed design and drawings and curing includingtransporting from mixing plant uptodistance of 25 M-20 For Beams |
| 19 | For R.C.C Wall |
| 20 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies,staircases, newels, chajjas, lintels,pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules;including cutting, bending, hooking thebars, binding with wires or tack weldingand supporting as required, etc. complete(including cost of binding wire). (Bd-F17/306) |
| 21 | Refilling the trenches with available excavated stuff in 15 cm layers with leads and lifts including consolidation,surcharging,etc. complete |
| 22 | Providing and fixing 80 mm dia, AC/PVC pipes weep holes ..etc complete |
| 23 | Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, 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 |
| 24 | Providing and fixing in position Cl dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3coats of anticorrosive paint, etc.complete asdirected by Engineer-in-charge. |
| 25 | 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 andlifts. |
| 26 | Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery withall leads and lifts involved includingtransportation of materials to site of works,screening and washing of materials and placingin position with given section, etc. complete asdirected by Engineer-in-charge 40 mm gauge pebbles |
| 27 | Carrying out recuperation/ yield test for asserting the discharge of constructed well/excavated profile as directed by Engineer-incharge. The test is carried out by drawing downwater from the well/profile below normal/subsoil water level upto full depth rise in waterlevel is recorded. The normal water level/subsoil water level in the well/ profile as well asstainer/ suction level at pump as per design ofW.S. scheme shall be recorded prior to the testincluding cost of all materials, overhead,labourers, etc. completed as directed. |
| 28 | Providing and erecting chain link fencing 1.6 metre height with galvanised iron chain link of size 50 milimetre X 50 milimetre 8 guage thick and fixed 75 milimetre above Ground level on vertical Mild Steel Angle of 40 milimetre X 40 milimetre X 6 milimetre size including excavating pits for foundation and embedded in cement concrete block of 1:4:8 mix of size 450 milimetre X 450 milimetre X 670 milimeter. at 1.75 metre c/c with iron bar 16 milimetre diameter as hold fast including welding link with angle frame at 30 centimetre center to center with nuts and bolts and horizontal mild steel Angles at top and bottom of 25 milimetre X 25 milimetre X 5 milimetre size and vertical mild steel flat 35 milimetre X 5 milimetre and 25 milimetre x 5 milimetre horizontal including cross support of 40 milimetre X 40 milimetre X 6 milimetre Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 milimetre x 450 milimetre x 670 milimetre including 3 coats of oil painting |
| 29 | Providing and fixing mild steel grill gate as per detailed drawing including hinges, locking arrangements and painting in three coats of oil. |
| 30 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete .110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 31 | Providing & supplying ISI mark CI D/F reflux valve (Non- return valve) of following dia including all taxes (central and local ), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984) Reflux valves 100 mm Dia. PN -1.0 |
| 32 | Providing and supplying Air valves as per IS- 10845 and MJP ’ s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. Air valves 25mm Dia-PN-1.0 |
| 33 | 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 34 | Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer- in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 35 | Excavation for foundation /pipe in hard rock by Controlled Blasting including trimming and Leveling the bed by Chiseling where necessary and removing the excavated material and Stacking it in measurable heaps within a distance of 50 m from the area and lift as below ,normal dewatering ,excluding backfilling etc. Complete.[DSR 2021-22 P No 43/ Item No. 6 ] |
| 36 | Lowering, Laying and Jointing H. D. P. E./ M. D. P.E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 37 | Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves) Reflux valves 100 mm Dia. PN -1.0 |
| 38 | Lowering, Laying and fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. Air valves 25mm Dia-PN-1.0 |
| 39 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry inC.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 cm thick slab etc. complete as directed by Engineer-in-charge. |
| 40 | 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 |
| 41 | Hydraulic testing of H.D.P.E./M.D.P.E. 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. 110 mm Dia HDPE Pipe 6 Kg/sqcm |
| 42 | Commissioning, running and maintaining the scheme to quantities, rated capacity, including managing 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 month for individual scheme and 3 months for regional scheme, together 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 Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by theDepartment. For single village without WTP |
| 43 | Provision for electricity Rs |
| 44 | Submersible Monoblock PumpSet - Providing, erecting & commissioning of Centrifugal Monobloc Pumpset discharging 15685 LPH against total head of 25 m from all causes when pumpset running at 2900 RPM withnecessary accessories etc complete.Submersible Monoblock PumpSet 5 HP |
| 45 | Sluice Valve :- Providing, erecting, testing & commissioning of Glandless Sluice Valve of 80 mm dia & PN 1.0 rating with non rising spindle generally conforming to IS- 14846 as per detailed specifications. Sluice Valves - 80 mm dia, PN.10 |
| 46 | Reflux Valve :- Providing, erecting, testing & commissioning of D.F. Reflux valve of 80 mm dia PN 1.0 rating, generally conforming to IS- 5312, Part I with bypass arrangement as per detailed specifications Reflux Valve- 80 mm dia PN 1.0 |
| 47 | G.I. Pipes :- Providing, lowering, laying, jointing andtesting G.I. Pipes B class 50 mm dia. as per detailed specifications |
| 48 | MSDF Pipes & Specials :- Providing, lowering, laying,jointing and testing M.S.D.F Piping, flanges& Specials as per detailed specifications |
| 49 | M. S. Flanges :- Providing, fabricating, erecting, and jointing of M.S. Flanges as per required thickness & sizewith both side machined as per detailed specifications |
| 50 | RCC Foundation:- Providing & casting R.C.C.foundation in 1:2:4 ratio (M 150) as per standerd specification. |
| 51 | Pressure Gauge :- Providing ,erecting Pressure Gauge glyserene gelly filled 100 mm dia as per specifications |
| 52 | Cables :- Providing erecting commissioning of copper conductor submersible cable as per below details (A)1 x 3 x 2.5 sq.mm Submersible cable from starter toMotor |
| 53 | Earthing- Providing & making Pipe type earthing as per IE rules & as per detailed specification. |
| 54 | GI Earth strip - Providing, fixing GI Earth stripconnected to nearest earthing and equipments as per IE rules and as per detailed specification. |
| 55 | LT Panel :- Providing , erecting & Commissioning L.T.Control Panel comprising of all required electrical equipments as per detailed specifications with TPI.LT Panel Box type. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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