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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 CrAdmitted-Finance | -31.01% | ₹6.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.3 Cr+₹4.6 L (0.74%)Admitted-Finance | -30.50% | ₹6.3 Cr+₹4.6 L (0.74%) | L2 | Admitted-Finance |
| 3 | L3₹6.6 Cr+₹43.6 L (7.02%)Admitted-Finance | -26.17% | ₹6.6 Cr+₹43.6 L (7.02%) | L3 | Admitted-Finance |
| 4 | L4₹6.9 Cr+₹70.5 L (11.3%)Admitted-Finance | -23.18% | ₹6.9 Cr+₹70.5 L (11.3%) | L4 | Admitted-Finance |
| 5 | L5₹7.7 Cr+₹1.5 Cr (24.5%)Admitted-Finance | -14.10% | ₹7.7 Cr+₹1.5 Cr (24.5%) | L5 | Admitted-Finance |
Tender Value
₹9.0 Cr
EMD Value
₹18.0 L
Closing Date
9 Jun 2026, 5:00 pmClosed
DIG, SHQ (LKB)
LIKABALI, DISTT-LOWER SIANG (AR)-791125
CONSTRUCTION OF BOUNDARY WALL WITH MAIN GATE, 01 NOS GUARD ROOM AND 04 NOS SENTRY POST AT 20 BN ITBP, AALO (AR)
2026_ITBP_908771_1
ITBP/SHQ (LKB)/ENGR/T-64(20 BN) /2026
Open Tender
Construction Works
Percentage
730 days
20 BN ITBP, AALO (AR)
AS PER TENDER DOCUMENT
3 documents required · 3 mandatory
₹0
₹18.0 L
2 Jul 2026
18 May 2026
11 Jun 2026
18 May 2026
9 Jun 2026
18 May 2026
18 May 2026 - 9 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 | Architectural Design Consultancy including conept design, planning, Arunachal Pradesh contextual aesthetics, and 3D render views for the entrance gate, guard room, waiting room and GD Office(140 sqm @ approx Rs.600/sqm+18%GST=84,000.00+15120.00) and Site visit to Aalo per visit =50,000.00 | 1 | Job | 1,49,120 | ₹1,49,120 |
| 2 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil | 70 | Cum | 265.73 | ₹18,601.1 |
| 3 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 1,580.02 | Cum | 389.68 | ₹6,15,702.19 |
| 4 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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, within a lead of 50 m. | 71.2 | Cum | 2,280.09 | ₹1,62,342.41 |
| 5 | 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. | 765.99 | Cum | 293.42 | ₹2,24,756.79 |
| 6 | 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 | 835.2 | Sqm | 26.35 | ₹22,007.52 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1 :4:8 (1 Cement : 4Coarse sand : 8 graded stone aggregate 40 mm nominal size) | 169.83 | Cum | 10,197.96 | ₹17,31,919.55 |
| 8 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 131.85 | Cum | 14,813.69 | ₹19,53,185.03 |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20mm nominal size ) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth | 110.34 | Sqm | 1,121.75 | ₹1,23,773.9 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone
aggregate 20 mm nominal size) | 904.38 | Cum | 13,542.01 | ₹1,22,47,123 |
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