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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance PATTICHAK PO THANA MEHARMA DISTRICT GODDA JHARKHAND | MEHARMA | GODDA | JHARKHAND | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance 00 HANSH NAGAR RADHA RAMAN ROAD MAINPURI MAINPURI UTTAR PRADESH 205001 | MAINPURI | UTTAR PRADESH | 205001 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹43.0 L
EMD Value
₹88,000
Closing Date
23 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER,N.R.E.PGODDA
Ist Floor Of RDSD Office Old DC Office Campus, Godda
Construction of Boundary wall IN GOVT. Plus 2 HS MAL MANDRO UNDER BLOCK THAKURGANGTI in Godda District Group No. 04
2026_NRGOD_114037_1
N.R.E.P/ E.E./ GODDA/05/26-27
Open Tender
Civil Works
Percentage
180 days
N.R.E.P
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹88,000
Yes
25 May 2026
15 May 2026
25 May 2026
15 May 2026
23 May 2026
15 May 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 | 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. | 0.4 | CUM | 1 | ₹0.4 |
| 2 | Earth 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). | 0.4 | CUM | - | - |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including thick with all leads 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 specifi cation and direction of E/I. (Mode of measurement compacted voume) | 1 | CUM | 1 | ₹1 |
| 4 | Providing designation 75B one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I | 0.6 | SQM | 1 | ₹0.6 |
| 5 | 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-III) : 4 graded stone aggregate 40 mm nominal size) | - | CUM | - | - |
| 6 | 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 | - | CUM | - | - |
| 7 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size | 1 | CUM | 1 | ₹1 |
| 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). | - | CUM | 1 | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 0.2 | SQM | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 0.8 | SQM | 1 | ₹0.8 |
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