Tender For Rejuvenation Works Of Abandoned Dug Wells , Within The Premises Of Siliguri Correctional Home, Subhas Pally, Ward 20
Tender Value
7.10 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
6 days left
EMD
14208
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Darjeeling → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rejuvenation Works Of Abandoned Dug Wells , Within The Premises Of Siliguri Correctional Home, Subhas Pally, Ward 20
BOQ
| Sl. No. | Item Description |
| 1 | DUG WELL NO-1Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note :- In case of any other situation demanding such emergency dewatering.use of this item is to be approved by the Superintending Engineer/TenderAccepting Authority. This item shall be executed on the specific directionduly supported by proper clarification of the E.I.C. who will be satisfiedin absolute discretion that such work has not been necessitated due toany natural source of water or any fault of the Contractor] |
| 2 | Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc. from conduits of any dia. above 900 mm and from any depth, etc. by mathor labour after removing concrete slab / manhole cover etc.without damaging the same and refixing the sameproperly after cleaning as necessary and removingthe sludge etc. by using iron pans, buckets includingall labour, tools & plants including expulsion ofimpure / inflammable / asphyxiating gases from thedrains etc. and removing the spoils in dry conditionand disposing the same by truck beyond the areaof Municipal Corporation / Municipality / NotifiedArea Authority / Industrial Township Authority etc.for such disposal including the cost of loading,unloading, transportation and making arrangementof necessary land for disposal, spreading andleveling as necessary etc. and cleaning the road side in all respects, complete as per direction of theEngineer- in-Charge. (Land for disposal to bearranged by the contractor).(Payment will be made on the basis of actual stackmeasurment of spoils in dry condition at roadside)For Day: |
| 3 | Stripping off worn out plaster and raking outjoints of walls, celings etc. upto any height and inany floor including removing rubbish within alead of 75m as directed. |
| 4 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. 20 MM THICK, PLASTER |
| 5 | Neat cement punning for waterproofing of well casing (internal face). |
| 6 | FOR WATER PROOFING CHEMICALS L.S (Extra rate for using water proofing and plasticising admixture @ 0.2% byweight of cement (or at manufacturer's specified rate) for concrete of variousgrades.) |
| 7 | Reconstruction of parapet wall (250mm brick masonry in CM 1:4) around well mouth. |
| 8 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes. |
| 9 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works. (up to roof of ground floor). |
| 10 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. |
| 11 | For grating on top of wellM.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in groundfloor.(ii) Grill weighing above 16 Kg./sq.mtr and aboveThe weight of grill per sq.m. will be determined by taking thephysical weight of fabricated grill and dividing the same by coveredarea of the same. |
| 12 | Supplying MS rod of 20 mm dia , making C shaped steps and Fitting fixing the same jamming with concrete in the wall of well of shape 400 mm horizontal two legs (350 mm inserted inserted in wall+250 mm projected outside wall) each of 600 mm |
| 13 | MS structural work for 2 stand madeup of 65x65x6 angle at least 400 mm abobe parapet for wheel rod of 20 mm dia MS rods etc, fitting 100 mm dia pulley, supplying nylon rope of sufficient length, 1 no 5 ltr capacity iron bucket for drawing water all complete as per direction of EIC |
| 14 | DUG WELL NO-2Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note :- In case of any other situation demanding such emergency dewatering.use of this item is to be approved by the Superintending Engineer/TenderAccepting Authority. This item shall be executed on the specific directionduly supported by proper clarification of the E.I.C. who will be satisfiedin absolute discretion that such work has not been necessitated due toany natural source of water or any fault of the Contractor] |
| 15 | Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc. from conduits of any dia. above 900 mm and from any depth, etc. by mathor labour after removing concrete slab / manhole cover etc.without damaging the same and refixing the sameproperly after cleaning as necessary and removingthe sludge etc. by using iron pans, buckets includingall labour, tools & plants including expulsion ofimpure / inflammable / asphyxiating gases from thedrains etc. and removing the spoils in dry conditionand disposing the same by truck beyond the areaof Municipal Corporation / Municipality / NotifiedArea Authority / Industrial Township Authority etc.for such disposal including the cost of loading,unloading, transportation and making arrangementof necessary land for disposal, spreading andleveling as necessary etc. and cleaning the road side in all respects, complete as per direction of theEngineer- in-Charge. (Land for disposal to bearranged by the contractor).(Payment will be made on the basis of actual stackmeasurment of spoils in dry condition at roadside)For Day: |
| 16 | Stripping off worn out plaster and raking outjoints of walls, celings etc. upto any height and inany floor including removing rubbish within alead of 75m as directed. |
| 17 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. 20 MM THICK, PLASTER |
| 18 | Neat cement punning for waterproofing of well casing (internal face). |
| 19 | FOR WATER PROOFING CHEMICALS L.S (Extra rate for using water proofing and plasticising admixture @ 0.2% byweight of cement (or at manufacturer's specified rate) for concrete of variousgrades.) |
| 20 | Reconstruction of parapet wall (250mm brick masonry in CM 1:4) around well mouth. |
| 21 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes. |
| 22 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works. (up to roof of ground floor). |
| 23 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. |
| 24 | For grating on top of wellM.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in groundfloor.(ii) Grill weighing above 16 Kg./sq.mtr and aboveThe weight of grill per sq.m. will be determined by taking thephysical weight of fabricated grill and dividing the same by coveredarea of the same. |
| 25 | Supplying MS rod of 20 mm dia , making C shaped steps and Fitting fixing the same jamming with concrete in the wall of well of shape 400 mm horizontal two legs (350 mm inserted inserted in wall+250 mm projected outside wall) each of 600 mm |
| 26 | MS structural work for 2 stand madeup of 65x65x6 angle at least 400 mm abobe parapet for wheel rod of 20 mm dia MS rods etc, fitting 100 mm dia pulley, supplying nylon rope of sufficient length, 1 no 5 ltr capacity iron bucket for drawing water all complete as per direction of EIC |
| 27 | DUG WELL NO-3Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note :- In case of any other situation demanding such emergency dewatering.use of this item is to be approved by the Superintending Engineer/TenderAccepting Authority. This item shall be executed on the specific directionduly supported by proper clarification of the E.I.C. who will be satisfiedin absolute discretion that such work has not been necessitated due toany natural source of water or any fault of the Contractor] |
| 28 | Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc. from conduits of any dia. above 900 mm and from any depth, etc. by mathor labour after removing concrete slab / manhole cover etc.without damaging the same and refixing the sameproperly after cleaning as necessary and removingthe sludge etc. by using iron pans, buckets includingall labour, tools & plants including expulsion ofimpure / inflammable / asphyxiating gases from thedrains etc. and removing the spoils in dry conditionand disposing the same by truck beyond the areaof Municipal Corporation / Municipality / NotifiedArea Authority / Industrial Township Authority etc.for such disposal including the cost of loading,unloading, transportation and making arrangementof necessary land for disposal, spreading andleveling as necessary etc. and cleaning the road side in all respects, complete as per direction of theEngineer- in-Charge. (Land for disposal to bearranged by the contractor).(Payment will be made on the basis of actual stackmeasurment of spoils in dry condition at roadside)For Day: |
| 29 | Stripping off worn out plaster and raking outjoints of walls, celings etc. upto any height and inany floor including removing rubbish within alead of 75m as directed. |
| 30 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. 20 MM THICK, PLASTER |
| 31 | Neat cement punning for waterproofing of well casing (internal face). |
| 32 | FOR WATER PROOFING CHEMICALS L.S (Extra rate for using water proofing and plasticising admixture @ 0.2% byweight of cement (or at manufacturer's specified rate) for concrete of variousgrades.) |
| 33 | Reconstruction of parapet wall (250mm brick masonry in CM 1:4) around well mouth. |
| 34 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes. |
| 35 | Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting fixing and striking out after completion of works. (up to roof of ground floor). |
| 36 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction. |
| 37 | For grating on top of wellM.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in groundfloor.(ii) Grill weighing above 16 Kg./sq.mtr and aboveThe weight of grill per sq.m. will be determined by taking thephysical weight of fabricated grill and dividing the same by coveredarea of the same. |
| 38 | Supplying MS rod of 20 mm dia , making C shaped steps and Fitting fixing the same jamming with concrete in the wall of well of shape 400 mm horizontal two legs (350 mm inserted inserted in wall+250 mm projected outside wall) each of 600 mm |
| 39 | MS structural work for 2 stand madeup of 65x65x6 angle at least 400 mm abobe parapet for wheel rod of 20 mm dia MS rods etc, fitting 100 mm dia pulley, supplying nylon rope of sufficient length, 1 no 5 ltr capacity iron bucket for drawing water all complete as per direction of EIC |
| 40 | Common for 3 wellsExtra for transportation etc to be paid only after complettion of work |
| 41 | Water sample collection and chemical test including Arsenic Test |
| 42 | Barricading and safety measures to the satisfaction of EIC |
| 43 | Anti Corrosive paint for MS Structures |
| 44 | one Informational display board measuring 6'x4' covering detail of work as per direction of EiC |
| 45 | Educational signage as per direction of EiC |
| 46 | IEC material distribution (PAMPHLETS) |
| 47 | 2 years MaintenanceAnnual cleaning and desilting of wells. |
| 48 | Inspection of well casing, parapet, platform |
| 49 | Checking and tightening of MS grill covers. |
| 50 | Maintenance of MS stand, pulley, rope. |
| 51 | Minor repairs to plaster, platform, cracks. |
| 52 | Water level monitoring in all 3 wells (monthly). |
| 53 | Water quality testing. |
| 54 | Add GST @ 18% on total of Sl no 1-58 |
| 55 | Add L Cess @ 1% on total of Sl no 1-59 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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