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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.8 LAccepted-AOC | ₹7.8 L | 1 | Accepted-AOC L1 |
| 2 | 2₹8.2 L+₹39,307.86 (5.03%)Rejected-Finance | ₹8.2 L+₹39,307.86 (5.03%) | 2 | Rejected-Finance L2 |
| 3 | 3₹8.5 L+₹71,227.74 (9.12%)Rejected-Finance | ₹8.5 L+₹71,227.74 (9.12%) | 3 | Rejected-Finance L3 |
| 4 | 4₹9.4 L+₹1.6 L (20.6%)Rejected-Finance | ₹9.4 L+₹1.6 L (20.6%) | 4 | Rejected-Finance L4 |
| 5 | 5₹9.5 L+₹1.7 L (21.2%)Rejected-Finance | ₹9.5 L+₹1.7 L (21.2%) | 5 | Rejected-Finance L5 |
Tender Value
₹9.5 L
EMD Value
₹19,000
Closing Date
25 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
R.D SPL DIVISION, GODDA.
Construction of Sheded Chabutra In Pahariya Neeche Tola, Maspara. block- Sunderpahari, Dist-Godda
2026_RDSPL_112790_1
RWD/SD/GODDA/01/2026-27 (Group No 01)
Open Tender
Civil Works
Percentage
90 days
SUNDERPAHARI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,250
₹19,000
8 Jun 2026
13 Apr 2026
27 Apr 2026
13 Apr 2026
25 Apr 2026
13 Apr 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 hard soil (vide classification of soil item-A+B) and disposal of excavated earth as obtained to a distance up to 50M including all lifts with leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
BCD.5.1.1 +5.1.2 | - | M3 | - | - |
| 2 | 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, labours, royaly and taxes all complete as per building specification and direction of E/l.
BCD 5.1.10 | - | M3 | - | - |
| 3 | 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. BCD 5.6.3 | - | M2 | - | - |
| 4 | 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 20 mm nominal size). BCD 5.3.1.2 | - | M3 | - | - |
| 5 | 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) BCD 5.3.9.1 | - | M3 | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. BCD 5.3.17.1 | - | M2 | - | - |
| 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 mmnominal size).BCD 5.3.10 | - | M3 | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.BCD 5.3.17.6 | - | M2 | - | - |
| 9 | Providing designation 75B 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.BCD 5.2.6 | - | M3 | - | - |
| 10 | Providiag designation 75B brick work in Cement Mortar (1:6) in superstructure 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 taxes and royalty all complete job as per building specificition and direction of E/l. BCD 5.2.14 | - | M3 | - | - |
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