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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-Finance | L1 | Accepted-Finance Found in Order | |
| 2 | L2₹9.6 L+₹20,607 (2.19%)Accepted-Finance 9 3A SELVAMANI ILLAM 6TH STREET PALANI NAGAR K K NAGAR P O TRICHY 620021 | TIRUCHIRAPPALLI | TAMIL NADU | 620021 | L2 | Accepted-Finance Found in Order | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-The Contractor has not produced any documents (supporting documents) GST registration/ No Near Relatives in BSNL and Working Experience in the same nature of work and Enlistment Certificate. |
Tender Value
₹9.0 L
EMD Value
₹18,010
Closing Date
22 Apr 2025, 3:00 pmClosed
The Executive Engineer (Civil)
BSNL Civil Division,Trichy
Providing PVC tanks at Ground and Overhead PVC Tanks for Drinking Water Supply to all the Staff Quarters (54 Nos.) except Type-I SQ Block in Mannarpuram P and T Colony, Trichy.
2025_BSNL_232647_1
01/EE/BSNL/CD/TRY/2025-26
Open Tender
Civil Works
Item Rate
45 days
P and T Colony Mannarpuram Trichy
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
The AO(Cash)
₹18,010
23 Apr 2025
11 Apr 2025
22 Apr 2025
12 Apr 2025
22 Apr 2025
12 Apr 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
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 ramming and watering, lead up to 50 m and lift up to 1.5 m.
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).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix :
1:6 (1 cement: 6 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall
25 mm nominal outer dia .Pipes.
32 mm nominal outer dia. Pipes.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work
32 mm nominal outer dia. Pipes.
40 mm nominal outer dia. Pipes.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)including disposal of malba.
Removing the existing PVC water storage tank from the tank bed available in ground level and placing the same on terrace (at all floor levels) and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank, etc., complete as directed by the Engineer-in-Charge.
Providing and fixing CPVC ball valve of approved quality including necessary One Step solvent, etc., complete as directed by the Engineer-in-Charge.
25 mm nominal bore
32 mm nominal bore
40 mm nominal bore
Providing and fixing CPVC Union in CPVC pipe including cutting the pipe, necessary one step solvent etc. complete as directed by the Engineer-in-Charge.
25 mm nominal bore
32 mm nominal bore
40 mm nominal bore
Making connection of CPVC pipe from the Over Head Tank with the existing CPVC pipe line (leading to Kitchens) of following sizes by providing and fixing tee, including cutting, disconnecting the existing connection, and fixing the End Cap (Plug) and One Step Solvent for fixing the pipe etc. complete as directed by the Engineer-in-Charge.
25 to 40 mm outer diameter
Providing and fixing CPVC Tank Nipple in CPVC pipe including cutting the pipe, necessary one step solvent etc. complete as directed by the Engineer-in-Charge.
25 mm nominal bore
Mani M (BID ID -843517)
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