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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹17.7 L
EMD Value
₹35,440
Closing Date
15 Oct 2026, 4:00 pm5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Execuvite Engineer
Executive Engineer, SSM Engineering Cell, Education Department, GTA
Construction of One Additional Class Room (1 ACR) at Rungbee Ganpith Higher Secondary School, Rangli Rangliot Block, Darjeeling, under PBSSM Spillover Budget PAB2026-27
2026_GTA_5076657_2
10/EE/SSMEC/ED/GTA/2026-27
Open Tender
CIVIL WORKS
Percentage
Darjeeling
EMD, Bid Capacity, Declaration Form X Y, Pre Qualification and NIeT
4 documents required · 4 mandatory
₹1,000
₹35,440
30 Sept 2026
30 Sept 2026
27 Oct 2026
1 Oct 2026
15 Oct 2026
1 Oct 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 by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposalof surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. cum 260.30 | 42.59 | cum | 260.3 | ₹11,085.36 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. cum | 42.59 | cum | 196 | ₹8,347.03 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 2123.75 | 10.08 | CUM | 2,123.75 | ₹21,402.05 |
| 4 | Dry Stone for pitching 15 cm x 22.5 cm cum | 76.76 | SQM | 883.15 | ₹67,788.3 |
| 5 | (1 Cement : 3 coarse sand (zone-III) derived from
natural sources : 6 graded stone aggregate 40 mm nominal
size derived from natural sources) | 8.74 | cum | 7,178.75 | ₹62,774.51 |
| 6 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) | 50.39 | SQM | 410.85 | ₹20,701.66 |
| 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 : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7311.2 | 24.41 | cum | 7,311.25 | ₹1,78,490.46 |
| 8 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived
from natural sources : 3 graded stone aggregate 20 mm
nominal size derived from natural sources) cum | 27.95 | CUM | 8,340.85 | ₹2,33,133.56 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm | 21.62 | SQM | 392.15 | ₹8,477.97 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts sqm 961.30 | 57 | SQM | 961.3 | ₹54,794.1 |
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