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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAdmitted-Finance | ₹6.0 L | L1 | Admitted-Finance |
| 2 | L2₹6.5 LAdmitted-Finance | ₹6.5 L | L2 | Admitted-Finance |
| 3 | L3₹6.8 LAdmitted-Finance | ₹6.8 L | L3 | Admitted-Finance |
| 4 | L4₹7.3 LAdmitted-Finance | ₹7.3 L | L4 | Admitted-Finance |
| 5 | L5₹7.6 LAdmitted-Finance | ₹7.6 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Tripty and Associates L5 | M/S SUJEET KUMAR SINGH CONTRACTOR L1 | M/s Upendra Singh Thikedar L3 | BALA JI TECHNO POWER L2 | RAJU SINGH L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Demolishing 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.. | ||||||||
| 1.01 | In cement mortar | 7 | One Cubic Metre | 1,800 ₹12,600 | 1,000 ₹7,000 | 1,500 ₹10,500 | 1,788 ₹12,516 | 2,150 ₹15,050 |
| 2.00Earth 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. | ||||||||
| 2.01 | All kinds of soil. | 20 | One Cubic Metre | 290 ₹5,800 | 260 ₹5,200 | 200 ₹4,000 | 230.74 ₹4,614.80 | 265 ₹5,300 |
| 3.00 | 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. | 20 | One Cubic Metre | 200 ₹4,000 | 100 ₹2,000 | 100 ₹2,000 | 177.11 ₹3,542.20 | 100 ₹2,000 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||
| 4.01 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.5 | One Cubic Metre | 6,500 ₹9,750 | 7,000 ₹10,500 | 6,800 ₹10,200 | 5,854.5 ₹8,781.75 | 5,500 ₹8,250 |
| 5.00Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : | ||||||||
| 5.01 | 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) | 1 | One Cubic Metre | 9,700 ₹9,700 | 10,000 ₹10,000 | 9,700 ₹9,700 | 8,801 ₹8,801 | 9,000 ₹9,000 |
| 6.00Providing 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 : | ||||||||
Tender Value
₹8.2 L
EMD Value
₹16,320
Closing Date
16 Jan 2026, 6:00 pmClosed
NODAL OFFICER (TENDER)
O/o Chief Engineer (Civil)-II, BSNL UP(E) Civil Zone, 5th Floor, Door Sanchar Sadan, LaPlace, Shahnazaf Road, Hazratganj, Lucknow-226001
Reconstruction of fallen compound wall of back side of T.E Compound, Rasra Distt Ballia
2026_BSNL_262293_1
85/2025-26/BSNL/CE-II/LKO
Open Tender
Civil Works
60 days
Rasra
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
Accounts Officer (Cash), BSNL O/o GMTD, Gorakhpur
₹16,320
Yes
28 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
16 Jan 2026
9 Jan 2026
9 Jan 2026 - 16 Jan 2026
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
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.
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 :
1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
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)
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 :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
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 7.5 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 7.5 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)
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
(i)Single socketed pipes.
75 mm diameter
12 mm cement plaster of mix :
1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall 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 @ 0.90 litre/10 sqm)
Brick work with old bricks to be reused upto plinth level in all shapes and sizes in : (Bricks shall be supplied by the Department free of cost)
Cement mortar 1:6 (1 cement : 6 coarse sand)
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
From brick work in cement mortar
Credit to old available brick bats including all as per direction of Engineer-in-charge .
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