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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹2.6 L+₹2,585.38 (1.00%)Accepted-AOC | ₹2.6 L+₹2,585.38 (1.00%) | L2 | Accepted-AOC second owest bidder |
| 2 | L1₹2.6 LRejected-AOC | ₹2.6 L | L1 | Rejected-AOC lowest biidder but could not consider as problem with GST |
| 3 | L3₹2.6 L+₹2,611.24 (1.01%)Rejected-AOC | ₹2.6 L+₹2,611.24 (1.01%) | L3 | Rejected-AOC third lowest bidder |
Tender Value
₹2.6 L
EMD Value
₹5,171
Closing Date
10 Feb 2026, 4:55 pmClosed
PRADHAN
OFFICE OF THE PRADHAN RANGBULL GP
CONSTRUCTION OF C.C FOOTPATH AT SANSAD NO III RANGBULL GP WITHIN JOREBUNGLOW SUKHIA POKHRI DEV. BLOCK. 16th CFC 2025-26.
2026_GTA_998343_1
04/16th CFC/Pradhan/Rangbull G.P
Open Tender
CIVIL WORKS
Percentage
RANGBULL
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹5,171
Yes
3 Sept 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. . | |||||
| 1.01 | (a) Depth of excavation not exceeding 1.500 mm. | - | Cu.M | 1 | - |
| 2Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming. | |||||
| 3Cost of stone boulder 150 mm size delivered ans stacked at site. | |||||
| 4Plum Concrete work with 40 % Cement Concrete with 30 mm down graded stone metal and 60% stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. | |||||
| 4.01 | (i) (1:3:6) proportion. | - | Cu.M | - | - |
| 5Ordinary cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttring and reinforcement, if any, in ground floor as per relevant IS codes. | |||||
| 5.01 | (b) River bazree. | 1 | Cu.M | - | - |
| 6Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). | |||||
| 6.01 | (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. . | - | Sq.M | - | - |
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