Tender For Demolition Of The Exisiting Old Semi Pucca Building, Construction Of Parking By Blacktopping The Area In Between Paediatric Dept & Old Dharamsala And Providing Brick Drain For A Total Length Of 86.17 Meter, Rims, Imphal. ( S.H:- Dismantlin
Tender Value
37.58 Lakhs
Estimated cost
Bid Submission
21 Jul 2026
0 days left
EMD
75168
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Imphal West → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Demolition Of The Exisiting Old Semi Pucca Building, Construction Of Parking By Blacktopping The Area In Between Paediatric Dept & Old Dharamsala And Providing Brick Drain For A Total Length Of 86.17 Meter, Rims, Imphal. ( S.H:- Dismantling Of Old Structure, Earthwork, Plain Cement Concrete Work, Brick Work, Finishing Work, Gsb, Wbm, Sdbc Etc)
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : |
| 2 | Of area 3 sq. metres and below |
| 3 | Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : |
| 4 | Of sectional area 40 square centimetres and above. |
| 5 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: |
| 6 | G.S. Sheet |
| 7 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-incharge. |
| 8 | In Cement mortar |
| 9 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. |
| 10 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 11 | Surface dressing of the ground including removing vegetation andin-equalities not exceeding 15 cm deep and disposal of rubbish,lead upto 50 m and lift upto 1.5 m. |
| 12 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 13 | All kinds of soil. |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m. |
| 15 | Supplying and filling in plinth with sandy soil under floors including,watering,ramming consolidating and dressing complete. |
| 16 | Earth work in rough excavation banking excavated earth in layer not exceeding 20cm depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floods banks guide banks and filling up ground, depression lead upto 50 metres and lift upto 1.5 m in |
| 17 | Hard/Dense Soil. |
| 18 | Construction of granular sub-base by crusher run, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 19 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 20 | Grading-I |
| 21 | Using Screening Crushable type such as Moorum or Gravel |
| 22 | Grading-II |
| 23 | Using Screening Type-B (11.2 mm agg.) |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering --All work upto plinth level: |
| 25 | 1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 26 | Brick work with Ist class common burnt clay F.P.S.(non modular) bricks in superstructure above plinth level upto floor V level in all shapes and sizes in : |
| 27 | Cement mortar 1:4 (1 cement: 4 coarse sand) |
| 28 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 29 | Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 30 | (A) VG-30 |
| 31 | (i) for grading I (13mm nominal size) |
| 32 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : |
| 33 | 1:3 (1 cement: 3 fine sand) |
| 34 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 35 | 1:3 (1 cement: 3 fine sand) |
| 36 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5sqm and under,including cutting the patch in proper shape, rakingout joints and preparing plastering the wall surface with whitecement based polymer modified self curing mortar, includingdisposal of rubbish, all complete as per the direction of Engineer-In-Charge. |
| 37 | Providing and applying white cement based putty of averagethickness 1mm,of approved brand and manufacturer, over theplastered wall surface to prepare the surface even and smoothcomplete. |
| 38 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. |
| 39 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 40 | Wall painting with acrylic emulsion paint, having VOC (VolatileOrganic Compound ) content less than 50 grams/ litre, of approvedbrand and manufacture, including applying additional coatswherever required, to achieve even shade and colour. |
| 41 | Two coat |
| 42 | Planting and Maintaining of Flowering Plants and Shrubs |
| 43 | Planting Flowering Plants and Shrubs in Central Verge |
| 44 | CREDIT/DEDUCT FOR DISMANTLED ITEM |
| 45 | (a) Deduct serviceable material for the below item of work |
| 46 | GS Sheet (Unserviceable) |
| 47 | (b) Timber (Unserviceable/can be treated as firewood) |
| 48 | (c) Brick Semi Serviceable Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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