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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹38.3 LAdmitted-Finance ADIT WARD COMPLEX SAMANLAKA JHARKHAND 833219 | SARAIKELA KHARSAWAN | JHARKHAND | 833219 | -2.15% | ₹38.3 L | L1 | Admitted-Finance |
| 2 | L1₹38.3 LAdmitted-Finance | -2.15% | ₹38.3 L | L1 | Admitted-Finance |
| 3 | Rejected-Technical C O GUPESHWAR BATA VILL KARAIKELA POST KARAIKELA DIST WEST SINGHBHUM JHARKHAND PIN 833102 | SARAIKELA KHARSAWAN | JHARKHAND | 833102 | - | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical 0 KARKEND BAZAR KARKEND NEAR RANI SATI MANDIR DHANBAD JHARKHAND 828116 UDYAM JH 04 0050250 | DHANBAD | JHARKHAND | 828116 | - | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical AT P O DUDRA P S GAMHARIA DIST SERAIKELLA KHARSAWAN | SERAIKELLA KHARSAWAN | JHARKHAND | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹39.1 L
EMD Value
₹78,300
Closing Date
27 Mar 2026, 5:00 pmClosed
DE, Zila Parishad, Saraikela-Kharsawan
Zila Parishad, Saraikela Kharsawan
Renovation of Alkabir Polytechnic College, Kapali, Chandil, Block-Chandil, Dist-Saraikela Kharsawan
2026_ZPSK_111854_1
22/25-26/ZP/DE/SARAIKELA
Open Tender
Civil Works - Others
180 days
Chandil
Please refer tender documents
2 documents required · 2 mandatory
₹5,000
₹78,300
11 Apr 2026
20 Mar 2026
28 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item - A0 and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. | ||||||
| 2 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 3 | Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 1 | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 4 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 1 | SQM | - | - | BI01010001010000000000000515BI0100001120 |
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | ||||||
| 6Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). | ||||||
| 7 | 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): 3 graded stone aggregate 20 mm nominal size) Foundation | 1 | Cum | - | - | BI01010001010000000000000515BI0100001123 |
| 8 | 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) : 3 graded stone aggregate 20 mm nominal size). Beam | 0.8 | CUM | - | - | BI01010001010000000000000515BI0100001124 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 1 | SQM | - | - | BI01010001010000000000000515BI0100001125 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | 1 | SQM | - | - | BI01010001010000000000000515BI0100001126 |
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