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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.3 CrAccepted-AOC | ₹8.3 Cr | L-1 | Accepted-AOC Lowest Firm |
| 2 | L-2₹9.5 Cr+₹1.2 Cr (14.8%)Rejected-Finance SITANI BUILDING DINBAZAR JALPAIGURI 735101 | JALPAIGURI | JALPAIGURI | WEST BENGAL | 735101 | ₹9.5 Cr+₹1.2 Cr (14.8%) | L-2 | Rejected-Finance due to not Lowest Firm Found in order |
| 3 | L-3₹9.9 Cr+₹1.6 Cr (19.4%)Rejected-Finance H NO 22B JIBON KRISHNA PATH HENGRABARI P O HENGRABARI P S DISPUR KAMRUP M ASSAM 781036 | KAMRUP METRO | ASSAM | 781036 | ₹9.9 Cr+₹1.6 Cr (19.4%) | L-3 | Rejected-Finance due to not Lowest Firm Found in order |
| 4 | L-4₹10.7 Cr+₹2.4 Cr (28.5%)Rejected-Finance | ₹10.7 Cr+₹2.4 Cr (28.5%) | L-4 | Rejected-Finance due to not Lowest Firm Found in order |
| 5 | L-5₹10.7 Cr+₹2.4 Cr (29.0%)Rejected-Finance | ₹10.7 Cr+₹2.4 Cr (29.0%) | L-5 | Rejected-Finance due to not Lowest Firm Found in order |
Tender Value
₹12.6 Cr
EMD Value
₹25.2 L
Closing Date
16 Jun 2026, 4:00 pmClosed
Commandant (Engr) HQ NE Ftr ITBP Itanagar
HQ NE Ftr ITBP Itanagar Arunachal Pradesh
Construction of Entrance gate, Guard room, Watch Tower and Boundary Wall, with pathway for Maticutani Campus Guwahati Assam.
2026_ITBP_909354_1
No-ITBP/Engr/Ne ftr/Engr branch/Work File/2026-431
Open Tender
Civil Works - Buildings
Percentage
545 days
North East Frontier ITB Police Itanagar Arunachal
Please refer tender documents
2 documents required · 2 mandatory
₹0
₹25.2 L
Engineering branch North East Frontier ITB Police
31 Jul 2026
20 May 2026
17 Jun 2026
20 May 2026
16 Jun 2026
20 May 2026
20 May 2026 - 16 Jun 2026
2 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 | 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. All kind of soil | 2,219 | Cum | 301.39 | ₹6,68,784.41 |
| 2.01 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 60 | Meter | 407.74 | ₹24,464.4 |
| 3.01 | 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. | 888 | Cum | 226.94 | ₹2,01,522.72 |
| 4.01 | 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 : 4 graded stone aggregate 20 mm nominal size) | 45 | Cum | 11,457.36 | ₹5,15,581.2 |
| 5.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 511 | Cum | 7,887.42 | ₹40,30,471.62 |
| 6.01 | 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 fine sand : 10 graded stone aggregate 40 mm nominal size). | 178 | Cum | 7,166.81 | ₹12,75,692.18 |
| 7.01 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 708 | Sqm | 475.71 | ₹3,36,802.68 |
| 8.01 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 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. | 141 | Sqm | 867.59 | ₹1,22,330.19 |
| 9.01 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete | 6,152 | Sqm | 454.06 | ₹27,93,377.12 |
| 10.01 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform | 533 | Sqm | 1,073.63 | ₹5,72,244.79 |
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