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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically responsive as per technical evaluation report and bidding document, subject to further scrutiny |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹15.4 L
EMD Value
₹30,840
Closing Date
4 May 2026, 2:00 pmClosed
Director
NEIGRIHMS, Mawdiangdiang
Construction of wash area and changing room for Mali, Cleaners in C and D type quarter
2026_NES_905302_1
CVENGG-ESTI/2/2025-Engg (C) A
Open Tender
Civil Works
Works
120 days
NEIGRIHMS, Mawdiangdiang
EMD, Affidavit, Registration, Manual, etc and all other related documents as per tender document
2 documents required · 2 mandatory
₹0
₹30,840
24 Jun 2026
13 Apr 2026
5 May 2026
14 Apr 2026
4 May 2026
14 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 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
b) Beyond 60 cm girth upto and including 120 cm girth | 2 | Each | - | - |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | Sqm | - | - |
| 3 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m a) All kinds of soil | - | Sqm | - | - |
| 4 | Earthwork in excavation by manual means upto a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils.
All kinds of soil (ordinary soil/ hard soil/dense soil)
In ordinary rock (soft rock/ medium rock/ hard shale)
c) In hard rock ii) Blasting prohibited | 59.66 | Cum | - | - |
| 5 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.
b) Stone soling i) 100mm | 30.93 | Sqm | - | - |
| 6 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.
b) Stone soling ii) 150mm | 54.16 | Sqm | - | - |
| 7 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand:12 graded stone aggregate 20 mm nominal size) upto plinth level with:
Cement mortar 1:6 (1 cement:6 coarse sand) | - | Cum | - | - |
| 8 | Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).
b) 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) | 9.87 | Cum | - | - |
| 9 | Providing regular stone masonry inretaining walls etc. withcoursed, hammerdressed or blunt chisel dressed stonesof heavy section not less than 25x25x30 cm with proper key stoneeach not less than 25x25x75cm long set in cement mortar 1:6 (1 cement: 6sand) including filling oftrenches and providing of weep holes at1.20 to 1.50 metres apart staggered | - | Cum | - | - |
| 10 | SHUTTERING/ FORMWORK
Centering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by Engineer in charge.
Foundations, footings, bases of columns, etc. for mass concrete (using steel) | - | Sqm | - | - |
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