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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance | ₹3.0 L | L1 | Admitted-Finance |
| 2 | L2₹3.6 LAdmitted-Finance | ₹3.6 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VASAND LAL G. JADWANI L1 | ANUPAM ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00Earth 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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m : | |||||
| 1.01 | All kinds of soil. | 7 | One Cubic Metre | 300 ₹2,100 | 300 ₹2,100 |
| 2.00 | 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. | 7 | One Cubic Metre | 200 ₹1,400 | 200 ₹1,400 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work upto plinth level : | |||||
| 3.01 | 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) | 2 | One Cubic Metre | 7,800 ₹15,600 | 8,000 ₹16,000 |
| 3.02 | 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 | One Cubic Metre | 6,000 ₹6,000 | 6,500 ₹6,500 |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 4.01 | Foundations, footings, bases for columns. | 14 | One Square Metre | 320 ₹4,480 | 400 ₹5,600 |
| 5.00Providing 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 : | |||||
| 5.01 | 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) | 2.5 | One Cubic Metre | 8,000 ₹20,000 | 10,000 ₹25,000 |
Tender Value
₹3.1 L
EMD Value
₹6,110
Closing Date
25 Mar 2026, 6:00 pmClosed
Executive Engineer Civil
Office of the Executive Engineer Civil BSNL Civil Division 2nd Floor Telephone Bhawan Compound Fafadih Raipur Chhattisgarh Pin 492006
Providing chain link fencing and Marking Separate Parking arrangement for BSNL Staff BSNL Residence Colony and for Tenants in BSNL Compound at Fafadih Raipur
2026_BSNL_270477_1
48/2025-26/BSNL/CD/RAIPUR
Open Tender
Civil Works - Others
60 days
RAIPUR
3 documents required · 3 mandatory
₹590
Accounts Officer Cash Office of The GMTD BSNL
₹6,110
30 Mar 2026
12 Mar 2026
27 Mar 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
12 Mar 2026 - 25 Mar 2026
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 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead 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 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 upto plinth level :
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)
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).
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns.
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)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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)
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
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.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in:
Cement mortar 1 : 6 ( 1 cement : 6 coarse 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.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix :
1:4 (1 cement: 4 coarse sand)
6 mm cement plaster of mix :
1:3 (1 cement: 3 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 @ 0.90 litre/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work.
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)
Painting runway/vehicle track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining outcomplete.
New work (Two or more coats)
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
Made of G.I. wire of dia 4 mm
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