Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹3.6 L+₹9,965 (2.86%)Accepted-Finance 9 3A SELVAMANI ILLAM 6TH STREET PALANI NAGAR K K NAGAR P O TRICHY 620021 | TIRUCHIRAPPALLI | TAMIL NADU | 620021 | L2 | Accepted-Finance L2 |
Tender Value
₹3.3 L
EMD Value
₹6,659
Closing Date
20 Feb 2024, 11:30 amClosed
Executive Engineer (Civil)
Executive Engineer (Civil), BSNL Civil Division,Trichy
Providing BTS Platform Bed for DG Set and Shifting of BTS Shelter in NBSNL BTS site at Pothakudi Thiruvarur District Modified
2024_BSNL_185381_1
22/EE/BSNL/CD/TRY/2023-24
Open Tender
Civil Works
Item Rate
45 days
Thanjavur
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
Yes
AO(Cash), BSNL, Thanjavur.
₹6,659
Yes
20 Feb 2024
9 Feb 2024
20 Feb 2024
9 Feb 2024
20 Feb 2024
12 Feb 2024
Amount
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) out the excavated soil and disposal of surplus excavated soil as directed, within a leadincluding dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting of 50 m.
All kinds of soil.
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 watering, lead up to 50 m and lift upto 1.5 m.
Supplying and filling in plinth with M sand under floors including, watering, ramming consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level:
1:4:8 ( 1 Cement: 4 M sand : 8 graded stone aggregate 40 mm nominal size)
1:2:4 ( 1 Cement: 2 M sand : 4 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :
1:1.5:3 (1 cement: 1.5 M sand : 3 graded stone aggregate 20 mm nominal size)
Centring and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Thermo-Mechanically Treated bars.
Brick work with F.P.S. bricks of class designation 50 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 M sand)
Half brick masonry with F.P.S. bricks of class designation 50 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 M sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
12 mm cement plaster of mix:
1:6 (1 cement : 6 M sand)
6 mm cement plaster of mix :
1:3 (1 cement: 3 M sand)
Finishing walls with water proofing cement paint of required shade
New work (Two or more coats applied @ 3.84 kg/10 sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:
Two or more coats on new work
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge
Supplying and stacking at site.
63 mm to 45 mm size stone aggregate.
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, applying rammer, watering and compacting to the required density etc., complete as directed by the Engineer-in-Charge.
Dismantling the existing BTS Shelter of size 3.13m x 2.14m and up to a height of 3.00 metre in the reusable manner (consisting of side panels, floor panels, roof panels/sheets, door, ASPVC flooring sheet, RSJ girders, bolts, nuts, fabricated Mild Steel steps and other fixtures) including stacking the materials at site as directed by the Engineer-in-Charge.
Erection of BTS shelter of size (3.13 m X 2.14 m X 3.00 m ) over steel structural members/girders and BTS plinth RCC pillars including prior segregation/ sorting of the shelter with all its accessories complete and fixing floor panels, walls panels,roofing panel and sheeting, maintaining cut out for gantry and cable entry, fixing of available door shutter and sealing of all joints with fasteners and for using joint sealant compound through out the joints for damp proof, fixing of MS steps, gantry etc. all as per the direction of the Engineer-in charge. (Shelter materials available from dismantlement have to be reused and transportation will be paid for separately).
Credit for:
Credit for recovered Steel Sections.
Mani M
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .