Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | ₹6.0 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Thiyadath Anand Madhav L1 |
|---|---|---|---|---|
| 1.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1 | One Cubic metre | 4,700 ₹4,700 |
| 2.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | ||||
| 2.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1 | One Cubic metre | 3,200 ₹3,200 |
| 3.00Demolishing 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.. | ||||
| 3.01 | In cement mortar | 1 | One Cubic metre | 2,700 ₹2,700 |
| 4.00 | 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. | 3 | One Cubic metre | 345 ₹1,035 |
| 5.00Earth 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||
| 5.01 | All kinds of soil | 18 | One Cubic metre | 340 ₹6,120 |
| 6.00Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil | ||||
| 6.01 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 152 | One Running metre | 460 ₹69,920 |
Tender Value
₹5.2 L
EMD Value
₹10,320
Closing Date
27 Jan 2026, 6:00 pmClosed
The Executive Engineer Civil Tender KTK Circle
Room No 324 3rd Floor CGMT Doorasamparka Bhavana No 1 Swamy Vivekananda Road Bengaluru 560008
REPLACING DRAINAGE PIPE LINE INCLUDING CONSTRUCTION OF NEW MANHOLES AT STAFF QUARTERS (NEW BLOCKS) COMPOUND LADY HILL MANGALORE.
2026_BSNL_263249_1
34/NIT/BSNL/CD/MYS/2025-26
Open Tender
Civil Works - Buildings
45 days
LADYHILL, MANGALORE
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
M/s BSNL MANGALORE TELECOM DISTRICT
₹10,320
30 Jan 2026
16 Jan 2026
29 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
17 Jan 2026 - 24 Jan 2026
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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..
In cement mortar
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.
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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Pipes, cables etc, not exceeding 80 mm dia.
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge.
With cement mortar 1:4 (1cement: 4 coarse sand).
Cleaning and de-silting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
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 from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra for depth for manholes
Size 90x80 cm
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and fixing Rigid PVC soil waste and vent (SWR) pipes ( for working pressure 4kg/ sqcm) confirming to IS:14735-99 including jointing with "T" shaped seal/ rubber ring confirming to IS:5382 and with solvent cement or with rubber ring lubricant as the case may be ( NOTE: 1) Concealed pipe joints to be jointed with rubber ring and solvent cement II) Exposed pipe joints to be jointed with rubber ring and rubber lubricant)
150mm Dia(outer dia) pipes
110mm Dia(outer dia) pipes
75mm Dia(outer dia) pipes
Providing and fixing Rigid PVC (SWR)moulded fitings /accessories( for working pressure 4kg/ sqcm) ( and of wall thickness same as main pipe) confirming to IS:4985 including jointing with "T" shaped seal/ rubber ring confirming to IS:5382 and with solvent cement or with rubber ring lubricant as the case may be ( 1) 3mm thick insertion rubber washer to be provided in access door fittings etc.)
Plain bend of required degree without access door,
Plain "Tee" with access door,.
110mmx110mmx110mm
Uprooting of plants,shrubs,small trees from walls,slabs, chajjas etc.including using concentrated acid for embeded and deep rooted stems & roots etc. and cleaning of terrace all complete as per the direction of engineer in charge (at all heights & for the entire Block of 06 quarters )
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.57 MB
BOQ_305296.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid