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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAdmitted-Finance | ₹10.2 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Tender Cost, EMD and technical documents not submitted offline |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD,Tender Coist and technical documents not submitted offline |
| Sl No | Description | Qty | Unit | LAKSHMI KUMARI L1 |
|---|---|---|---|---|
| 1.00 | 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. (a) All kinds of soil | 25 | cum | 210 ₹5,250 Lowest |
| 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. | 16 | cum | 150 ₹2,400 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). | 3 | cum | 10,000 ₹30,000 Lowest |
| 4.00 | 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 : (a) 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) | 11 | cum | 12,000 ₹1,32,000 Lowest |
| 5.00 | 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 : (a) 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) | 3 | cum | 13,500 ₹40,500 Lowest |
| 6.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). | 3 | cum | 14,000 ₹42,000 Lowest |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for : (a) Lintels, beams, plinth beams, girders, bressumers and cantilevers | 87 | sqm | 700 ₹60,900 Lowest |
| 7.01 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts | 41 | sqm | 850 ₹34,850 Lowest |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,619 | kg | 121 ₹1,95,899 Lowest |
| 9.00 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | 31 | sqm | 300 ₹9,300 Lowest |
Tender Value
₹10.0 L
EMD Value
₹19,981
Closing Date
29 Jun 2026, 6:00 pmClosed
Executive Engineer (C),
Civil Division, Muzaffarpur 842001
E Tender for the work of Reconstruction of fallen boundary wall (south side) in TE campus at Ratwara, Muzaffarpur
2026_BSNL_280563_1
21/NIT/CD-MZP/26-27
Open Tender
Civil Works
Item Rate
90 days
As per tender document
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
A.O.(Cash), o/o The GMTD, BSNL.Muzaffarpur BA
₹19,981
3 Jul 2026
12 Jun 2026
1 Jul 2026
13 Jun 2026
29 Jun 2026
13 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. (a) All kinds of soil | |||||
| 2Filling 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. | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). | |||||
| 4Providing 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 : (a) 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) | |||||
| 5Reinforced 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 : (a) 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) | |||||
| 6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form for : (a) Lintels, beams, plinth beams, girders, bressumers and cantilevers | |||||
| 7.01 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. | |||||
| 9Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | |||||
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