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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹49.5 L+₹2,473.46 (0.05%)Rejected-Finance VILLAGE CHANDANDIH PO PS LATEHAR DISTRICT LATEHAR JHARKHAND 829206 | LATEHAR | JHARKHAND | 829206 | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Reject | |
| 4 | Rejected-Technical GRAM KUTMU PO SARADIH THANA BARWADIH DISTRICT LATEHAR | LATEHAR | JHARKHAND | 822111 | - | Rejected-Technical Reject |
Tender Value
Refer Docs
EMD Value
₹99,500
Closing Date
30 Mar 2026, 5:00 pmClosed
ZILA ABHIYNATA OFFICE LATEHAR
ZILA ABHIYNATA OFFICE LATEHAR
Construction of Block Health Unit (BPHU) in CHC Rajhar, Block- Latehar, District- Latehar.
2026_ZPLAT_111689_1
ZP/LATEHAR/37/2025-26/ Gr_01
Open Tender
Civil Works - Buildings
Percentage
150 days
RAJHAR LATEHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹99,500
26 May 2026
17 Mar 2026
1 Apr 2026
17 Mar 2026
30 Mar 2026
17 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 |
|---|---|---|---|---|---|
| 1 | CIVIL WORKS:- Eartwork in excavation in foundation trenches in hard soil (vide classification of soil item-A) and disposal of excavation earth as obtained to a distace up to 50m including all lifts levlling ramming the foundation trenches removing roots trees surbs all complete as per approved designed Building specification and direction of E/I | 157.83 | M3 | 151.82 | ₹23,961.75 |
| 2 | filling in Foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed , fully fully compacted and fine dressed with earth obtained from excavation of foiundation trenches within a lead of 50M and lifts of 1.5m all complete as per building specification and direction of E/I. | 91.7 | M3 | 55.28 | ₹5,069.18 |
| 3 | Extra for earthwork in hard soil as per specification and direction of E/I. | 27.33 | M3 | 15.51 | ₹423.89 |
| 4 | Proving coarse clean sand in fillig in foundation trenches or in plinth includding ramming and watering in layes not exceeding 150mm thickwith all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per approved designed Building specification and direction of E/I ( mode of Measurement of compacted volume). | 0.95 | M3 | 589.51 | ₹560.03 |
| 5 | Providing designation 75B 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. | 16.38 | M2 | 330.34 | ₹5,410.97 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) | 1.9 | M3 | 4,503.43 | ₹8,556.52 |
| 7 | Providing and laying in position specified grade of reinforcement cement concrete of excluding the cost of centring and shuttering, finishing and reinforcement - all work upto plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 19.73 | M3 | 3,751.64 | ₹74,019.86 |
| 8 | Providing 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). | 25 | M2 | 278.35 | ₹6,958.75 |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 61.2 | M2 | 351.75 | ₹21,527.1 |
| 10 | Providing and laying in position specified grade of reinforcement cement concrete of excluding the cost of centring and shuttering, finishing and reinforcement - all work upto plinth level: 1:1.5:3 (1 cement :1.5 Coarse sand ( zone-III ) : 3 grade stone aggregate 20mm nominal size ) | 32.31 | M3 | 5,218 | ₹1,68,593.58 |
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