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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-Finance | ₹2.2 L | L1 | Accepted-Finance L1 HENCE ACCEPTED |
| 2 | L2₹2.2 L+₹2,421.30 (1.10%)Rejected-Finance | ₹2.2 L+₹2,421.30 (1.10%) | L2 | Rejected-Finance L2 HENCE REJECTED |
Tender Value
₹2.2 L
EMD Value
₹6,000
Closing Date
8 Aug 2026, 9:00 amClosed
EO MIRIK PS
THANA LINE WARD NO III MIRIK
CONSTRUCTION OF PROTECTION WALL AT NISHI HOUSE AT NANDULAL GAON UNDER PS 3 UNDER MIRIK PANCHAYAT SAMITI .
2026_DMD_5017771_1
05 MPS 15THFC UT 2026 2ND CALL
Open Tender
CIVIL WORKS
Percentage
30 days
MIRIK
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹6,000
11 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
8 Aug 2026
1 Aug 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 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. .(a) Depth of excavation not exceeding 1.500 mm. | - | CuM | 1 | - |
| 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) | 1 | CuM | - | - |
| 3 | Laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. | - | SqM | - | - |
| 4 | Cement concrete (1:3:6) with 30 mm down graded shingles excluding shuttering.
N.B. Variety | 1 | CuM | - | - |
| 5 | Plum 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
(i) (1:3:6) proportion | - | CuM | 1 | - |
| 6 | Hire 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). (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. . | 1 | SqM | - | - |
| 7 | Display board | - | Each | - | - |
| 8 | Add @ 18 % GST | - | %GST | 1 | - |
| 9 | Add @ 1 % Labour Cess on | - | % Lab. Cess | - | - |
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tech_eval.pdf
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BOQ_5088190.xls
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