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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-Finance JABARDAHA HIRANPUR DIST PAKUR PIN 816107 | PAKUR | JHARKHAND | 816107 | ₹16.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹17.2 LRejected-Finance SOMAR BAZAR LOHARDAGA | ₹17.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹17.7 LRejected-Finance | ₹17.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹17.8 LRejected-Finance | ₹17.8 L | L4 | Rejected-Finance L4 |
| 5 | L5₹17.8 LRejected-Finance QURESHI MOHALLA LOHARDAGA | LOHARDAGA | LOHARDAGA | JHARKHAND | ₹17.8 L | L5 | Rejected-Finance L5 |
Tender Value
₹24.6 L
EMD Value
₹49,600
Closing Date
1 Apr 2026, 2:00 pmClosed
DISTRICT ENGINEER ZILA PARISHAD LOHARDAGA
OFFICE OF ZILA PARISHAD LOHARDAGA
CONSTRUCTION OF TOILET AT KASTURBA GANDHI GIRLS SCHOOL KURU BLOCK- KURU DIST- LOHARDAGA
2026_ZPLOH_111766_1
NIT 08/2025-26 (GROUP 04) DE
Open Tender
Civil Works
90 days
KRUR LOHARDAGA
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
₹49,600
2 May 2026
23 Mar 2026
2 Apr 2026
23 Mar 2026
1 Apr 2026
23 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 |
|---|---|---|---|---|---|---|
| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per
approved design and per building specification and direction of E/I. | 74.65 | m3 | - | - | Earthwork 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. |
| 2Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | ||||||
| 3Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | ||||||
| 4Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | ||||||
| 5 | Providing designation 75 B one brick flat soling joints filled with local
sand including cost of watering texes royalty all complete as per building specification and direction of E/I. | 0.6 | sq.m | - | - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 Cement: 2 coarse sand (zone-|||): 4 graded stone aggregate 20 mm nominal size) |
| 6providing designation 75 A brick work in cm(1:4) in foundation | ||||||
| 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-|||):6 graded stone aggregate 20 mm nominal size) | 1 | cu.m | - | - | Reinforced cement concrete work in walls (any thikness), including attached pilasters,butteresses, plinth and string coures,fillets,column,pillers,piers,abutment,post and struts etc. above plinth level up to floor five level,excluding the cost of centring,shuttering,finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-|||) : 3 graded stone aggregate 20 mm nominal size) |
| 8Providing 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) | ||||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | ||||||
| 10 | 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) | 1 | cu.m | - | - | Reinforced cement concrete work in beam, suspeded floor, roof having slope upto 15° landing, balconies, shelves, chajja, lintel bands, plain windows sills, staircases and spiral stair cases above plinth level up to floor five level,excluding the cost of centering and shuttering and finishing: 1:1.5:3(1Cement:1.5 coarse sand (zone-|||):3 graded stone aggregate 20 mm nominal size) |
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