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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.5 LAdmitted-Fee/PreQual/Technical/Finance AT PESHAM PO BIRRI PS BIRRI GIRIDIH JHARKHAND 815316 | GIRIDIH | JHARKHAND | 815316 | -16.03% | ₹12.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.2 LAdmitted-Fee/PreQual/Technical/Finance AT CHHOTA NIMDIH NEAR RAJIV GANDHI CHOWK CHAIBASA | -11.55% | ₹13.2 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.1 LAdmitted-Fee/PreQual/Technical/Finance STATION ROAD CHAIBASA WEST SINGHBHUM | -5.77% | ₹14.1 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹14.9 L
EMD Value
₹30,000
Closing Date
11 Aug 2026, 6:50 pmClosed
DISTRICT ENGINEER
ZILA PARISHAD CHAIBASA
CONSTRUCTION OF SAMUDAIK BAHUDESHIYE BHAWAN KENDRA IN TILAIPI TANTNAGAR
2026_ZPWSS_116823_1
ZP/CHAIBASA/05/2026-27 GR NO-01
Open Tender
Civil Works
Works
180 days
TANTNAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,250
Yes
₹30,000
Yes
13 Aug 2026
6 Aug 2026
12 Aug 2026
6 Aug 2026
11 Aug 2026
6 Aug 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 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 0.8 | Cum | 151.82 | ₹121.3 |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 44.38 | Cum | 15.51 | ₹688.33 |
| 3 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 44.38 | Cum | 0.9 | ₹39.94 |
| 4 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 24.56 | Cum | 128.88 | ₹3,165.29 |
| 5 | Providing coarse clean sand in filling in 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) | 9.11 | Cum | 589.51 | ₹5,370.44 |
| 6 | 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. | 101.93 | Sqm | 356.52 | ₹36,340.08 |
| 7 | Providing 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) | 8.43 | Cum | 4,027.14 | ₹33,948.79 |
| 8 | 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) | 10.77 | Cum | 5,218 | ₹56,197.86 |
| 9 | Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 8.18 | Cum | 5,439.85 | ₹44,497.97 |
| 10 | 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). | 12.43 | Sqm | 278.35 | ₹3,459.89 |
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