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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.1 CrAccepted-Finance | ₹9.1 Cr | L-1 | Accepted-Finance AS PER FEC |
| 2 | L-2₹9.1 Cr+₹54,692.51 (0.06%)Accepted-Finance | ₹9.1 Cr+₹54,692.51 (0.06%) | L-2 | Accepted-Finance AS PER FEC |
| 3 | L-3₹9.1 Cr+₹1.7 L (0.19%)Accepted-Finance | ₹9.1 Cr+₹1.7 L (0.19%) | L-3 | Accepted-Finance AS PER FEC |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED AS PER RECOMMANDATION OF BOARD |
Tender Value
₹9.1 Cr
EMD Value
₹18.2 L
Closing Date
24 Jun 2026, 4:00 pmClosed
Dy. Commandant (Engr.) SHQ(HGI) ITBP Itanagar
SHQ(HGI) ITBP Itanagar
Construction of ORs Living Accommodation kitchen and dining hall boundary wall Retaining wall and breast wall at BIdak BOP of 10th Bn ITBP kimin (Ar.P)
2026_ITBP_910987_1
318-23 Dtd-01.06.2026
Open Tender
Civil Works
Percentage
730 days
Bidak BOP of 10th BN ITBP
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹18.2 L
3 Sept 2026
2 Jun 2026
25 Jun 2026
2 Jun 2026
24 Jun 2026
2 Jun 2026
2 Jun 2026 - 24 Jun 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 1,001.75 | Sqm. | 291.85 | ₹2,92,360.74 |
| 2.01 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | 277.6 | Cum. | 585.05 | ₹1,62,409.88 |
| 3.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil | 36 | Cum. | 398.96 | ₹14,362.56 |
| 4.01 | Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed. (Ordinary rock) | 911.82 | cum | 1,422.64 | ₹12,97,191.6 |
| 5.01 | 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 m and lift upto 1.5 m. | 391.18 | Cum. | 440.54 | ₹1,72,330.44 |
| 6.01 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 219.77 | Cum. | 4,773.41 | ₹10,49,052.32 |
| 7.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 18.35 | cum | 17,707.95 | ₹3,24,940.88 |
| 8.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 132.89 | Cum. | 14,651.41 | ₹19,47,025.87 |
| 9.01 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal Size).complete as directed. | 129.5 | Sqm. | 1,114.25 | ₹1,44,295.38 |
| 10.01 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 95.36 | Sqm. | 1,684.15 | ₹1,60,600.54 |
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