Tender For Special Repair Works For The Damaged Sewer Line And Storm Water Drainage System In The Old And New Buildings; Repair Of The Damaged Compound Wall At The Rear Side Of The Hospital; And Separation Of Effluents From The Operation Theatre (Ot)
Tender Value
82.86 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
7 days left
EMD
1.65 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kollam → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair Works For The Damaged Sewer Line And Storm Water Drainage System In The Old And New Buildings; Repair Of The Damaged Compound Wall At The Rear Side Of The Hospital; And Separation Of Effluents From The Operation Theatre (Ot) And Laboratory Areas With Diversion To The Effluent Treatment Plant (Etp) At Esic Model And Super Speciality Hospital, Kollam.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil. |
| 2 | Excavating trenches of required width for pipes, cables, etc, includingexcavation for sockets, depth upto 1.5 m, including getting out theexcavated materials, returning the soil as required in layers not exceeding20 cm in depth, including consolidating each deposited layers by ramming,watering etc., stacking serviceable material for measurements and disposalof unserviceable material as directed, within a lead of 50 m :Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived fromnatural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources) |
| 5 | Centering and shuttering including strutting, propping etc. and removalof form for Foundations, footings, bases of columns, etc. for massconcrete |
| 6 | Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 9 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes of diameter 75 mm |
| 10 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 11 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) |
| 12 | Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) |
| 13 | Disposal of building rubbish / malba / similar unserviceable, dismantledor waste materials by mechanical means, including loading,transporting, unloading to approved municipal dumping ground or asapproved by Engineer-in-charge, beyond 50 m initial lead, for all leadsincluding all lifts involved. |
| 14 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 15 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 16 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire ornuts, bolts and washers as required complete as per the direction ofEngineer-in-charge.Made of G.I. wire of dia. 4 mm, PVC coated to achieveouter dia not less than 5 mm in required colour and shade |
| 17 | Taking out existing kerb stones of all types from footpath/ centralverge, including removal of mortar etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. |
| 18 | Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. |
| 19 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern overand including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the departmentfree of cost). |
| 20 | Laying at or near ground level old kerb stones of all types in positionto the required line, level and curvature, jointed with cement mortar1:3 (1 cement : 3 coarse sand), including making joints with or withoutgrooves (thickness of joints, except at sharp curve, shall not bemore than 5 mm), including making drainage opening whereverrequired etc. complete as per direction of Engineer-in-charge. (Lengthof finished kerb edging shall be measured for payment). (Old kerbstones shall be supplied by the department free of cost) |
| 21 | Providing, hoisting and fixing above plinth level up to floor five levelprecast reinforced cement concrete work in string courses, bands,copings, bed plates, anchor blocks, plain window sills and the like,including the cost of required centering, shuttering but excluding cost ofreinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D ormore. |
| 23 | Engaging beldar |
| 24 | Engaging mason |
| 25 | Providing and fixing square-mouth S.W. gully trap class SP-1complete with C.I. grating brick masonry chamber with water tightC.I. cover with frame of 300 x300 mm size (inside) the weight ofcover to be not less than 4.50 kg and frame to be not less than 2.70kg as per standard design: 100x100 mm size P type: With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 |
| 26 | Providing and laying underground drainage pipe SN - 4 confirming to ISI for connecting the manholes ,including returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :testing of joints etc. complete |
| 27 | Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished witha floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. coverwith frame (medium duty) 500 mm internal diameter, totalweight of cover and frame to be not less than 116 kg (weightof cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 28 | Providing and inserting 25mm dia PVC pipe in the compound wall that acts as weep holes including drilling of holes of required diametre for inserting 25mm dia pipes at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance with mortar of approved make and allow it to cure complete as per direction of Engineer-In-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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