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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
25 Sept 2026, 5:00 pmClosed
Administrator
Kalimpong Municipality Office Upper Cart Road
CONSTRUCTION OF RETAINING WALL, CULVERT , DRAIN, PLATFORM AND ROAD OF NEW DUMPING STARTING FROM NEAR SACHIN RAI HOUSE TO DUMPING YARD, BHALUKHOP UNDER KALIMPONG MUNICIPALITY
2026_MAD_5022054_1
3/KM/ Kalimpong Town dt. 02.09.2026
Open Tender
CIVIL WORKS
Percentage
Kalimpong Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹4.5 L
Yes
28 Sept 2026
3 Sept 2026
28 Sept 2026
3 Sept 2026
25 Sept 2026
5 Sept 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 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : | 32.13 | cum | 2,458.95 | ₹79,006.06 |
| 2 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 156.47 | cum | 7,878.5 | ₹12,32,748.9 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete | 1,237.04 | sqm | 392.15 | ₹4,85,105.24 |
| 4 | 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) | 25.37 | cum | 8,340.85 | ₹2,11,607.36 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Mild steel and Medium Tensile steel bars, 1.2% (1:1.5:3) | 23.84 | qntl. | 10,709.76 | ₹2,55,320.68 |
| 6 | 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) | 1,800.8 | sqm | 471.35 | ₹8,48,807.08 |
| 7 | Neat cement punning | 1,469 | sqm | 79.95 | ₹1,17,446.55 |
| 8 | Add Cost Index @ 37 % | 1 | Nos | 11,71,454.03 | ₹11,71,454.03 |
| 9 | Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,
dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304). | 911.26 | cum | 148.91 | ₹1,35,695.73 |
| 10 | Supplying and laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces and preparing the bed to proper level and filling up all joints with sandy clay or earth. | 2,402.4 | sqm | 243.21 | ₹5,84,287.7 |
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