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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Finance | ₹3.9 L | L1 | Admitted-Finance |
| 2 | L2₹4.2 LAdmitted-Finance | ₹4.2 L | L2 | Admitted-Finance |
| 3 | L3₹4.4 LAdmitted-Finance | ₹4.4 L | L3 | Admitted-Finance |
| 4 | L4₹4.5 LAdmitted-Finance | ₹4.5 L | L4 | Admitted-Finance |
| 5 | L5₹4.6 LAdmitted-Finance | ₹4.6 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Shital Prasad Mall L2 | M/S MUSTKIM ANSARI L1 | shiva Telecom Services L5 | MOHD ASLAM L3 | BALA JI TECHNO POWER L4 |
|---|---|---|---|---|---|---|---|---|
| 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 1.5 m, 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. | 11 | One Cubic Metre | 150 ₹1,650 | 200 ₹2,200 | 230 ₹2,530 | 250 ₹2,750 | 208 ₹2,288 |
| 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. | 11 | One Cubic Metre | 125 ₹1,375 | 150 ₹1,650 | 180 ₹1,980 | 100 ₹1,100 | 156.8 ₹1,725 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to 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) | 1.5 | One Cubic Metre | 6,000 ₹9,000 | 7,000 ₹10,500 | 7,500 ₹11,250 | 7,000 ₹10,500 | 6,302.4 ₹9,454 |
| 3.02 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.9 | One Cubic Metre | 4,000 ₹7,600 | 6,000 ₹11,400 | 6,300 ₹11,970 | 6,000 ₹11,400 | 5,214.4 ₹9,907 |
| 4.00Providing 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 : | ||||||||
| 4.01 | 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.5 | One Cubic Metre | 7,500 ₹3,750 | 9,000 ₹4,500 | 10,000 ₹5,000 | 9,000 ₹4,500 | 8,285.6 ₹4,143 |
| 5.00Reinforced 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 : | ||||||||
| 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) | 5.9 | One Cubic Metre | 7,500 ₹44,250 | 7,000 ₹41,300 | 9,500 ₹56,050 | 9,500 ₹56,050 | 8,682.4 ₹51,226 |
Tender Value
₹5.9 L
EMD Value
₹11,887
Closing Date
27 Mar 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
Re-construction of fallen boundary wall at OCB TE compound Deoria
2026_BSNL_272344_1
98/2025-26/BSNL/CE-II/LKO
Open Tender
Civil Works
60 days
Deoria
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
Accounts Officer (Cash), BSNL O/o GMTD, Gorakhpur
₹11,887
Yes
4 Apr 2026
20 Mar 2026
30 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
20 Mar 2026 - 27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. 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) 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. | - | One Cubic Metre | - | - | |
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. | - | One Cubic Metre | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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) | - | One Cubic Metre | - | - | |
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | - | One Cubic Metre | - | - | |
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 : | - | - | - | - | |
1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | One Cubic Metre | - | - | |
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) | - | One Cubic Metre | - | - |
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