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Tender ID
Tender Value
₹1.4 L
EMD Value
₹2,781
Closing Date
15 May 2026, 6:55 pmClosed
Office of the Pradhan
Office of the Pradhan Gorabari Margarets Hope GP
Construction of Drain at Sansad no X-10 under Gorabari Margarets Hope Gram Panchayat.
2026_GTA_1023818_3
04/XVICFC/GMHGP Dt 07/05/2026
Open Tender
CIVIL WORKS
Percentage
45 days
Gorabari Margarets Hope GP
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹2,781
Yes
21 Sept 2026
8 May 2026
18 May 2026
8 May 2026
15 May 2026
8 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 |
|---|---|---|---|---|---|
| 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. | 1 | Cu.M | 1 | ₹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 | 1 | - |
| 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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Tendernotice_1.pdf
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NIT4.pdf
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BOQ_2516315.xls
BOQ • 0.28 MB
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