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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | ₹4.9 L | L1 | Admitted-Finance |
| 2 | L2₹5.2 LAdmitted-Finance | ₹5.2 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ASHTAPAD INFRASTRUCTURE L1 | PANCHAL MEETKUMAR SUBHASHBHAI L2 |
|---|---|---|---|---|---|
| 1.00 | 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. (a) In cement mortar | 0.5 | Cum | 3,000 ₹1,500 | 4,000 ₹2,000 |
| 2.00 | 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 | 13 | Cum | 600 ₹7,800 | 600 ₹7,800 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 13.5 | Cum | 2,500 ₹33,750 | 3,000 ₹40,500 |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 1.2 | Cum | 6,200 ₹7,440 | 6,000 ₹7,200 |
| 5.00 | 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) | 2.5 | Cum | 11,500 ₹28,750 | 13,000 ₹32,500 |
| 6.00 | 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) | 5.5 | Cum | 13,200 ₹72,600 | 13,500 ₹74,250 |
| 7.00 | 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). | 2 | Cum | 13,200 ₹26,400 | 13,500 ₹27,000 |
| 8.00Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 8.01 | Foundations, footings, bases of columns, etc. for mass concrete | 6 | Sqm | 600 ₹3,600 | 500 ₹3,000 |
| 8.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 55 | Sqm | 1,250 ₹68,750 | 1,200 ₹66,000 |
Tender Value
₹4.5 L
EMD Value
₹8,983
Closing Date
17 Apr 2026, 6:00 pmClosed
EE civil Vadodara
Kishanwadi TE building, Vadodara
Etender for Civil Work for shifting Telephone Exchange from old rented premises to new rented premises and providing new plinth for EA set at rear side of the new rented premises at Pavijetpur Dist Chhotaudepur 6th call
2026_BSNL_274254_1
01/BSNL/EE/CD/VDR/2026-27
Open Tender
Civil Works
60 days
Pavijetpur (Chhotaudepur)
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
Accounts Officer (Cash) O/O PGMT BSNL Vadodara
₹8,983
23 Apr 2026
8 Apr 2026
20 Apr 2026
8 Apr 2026
17 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Demolishing 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. (a) In cement mortar | ||||||
| 2Earth 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 | ||||||
| 3Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | ||||||
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 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). | ||||||
| 5Providing 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) | ||||||
| 6Reinforced 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) | ||||||
| 7Reinforced 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). | ||||||
| 8Centering and shuttering including strutting, propping etc. and removal of form for : | ||||||
| 8.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 8.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
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