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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAccepted-AOC | ₹6.3 Cr | L1 | Accepted-AOC Lowest Bid |
| 2 | L2₹6.3 Cr+₹67,374.76 (0.11%)Rejected-Finance | ₹6.3 Cr+₹67,374.76 (0.11%) | L2 | Rejected-Finance Higher Bid |
| Sl No | Description | Qty | Unit | M/s CNN Enterprises L2 | M/s Gesar Enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | TYPE - IV - 2 units
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. | 492.39 | cum | 450.66 ₹2,21,902.28 | 445 ₹2,19,115.33 Lowest |
| 2.00 | Providing and laying in foundations and plinth cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. | 104.35 | Cum | 10,195.86 ₹10,63,937.99 Lowest | 10,195.86 ₹10,63,937.99 Lowest |
| 3.00 | Reinforcement of RCC work including bending, binding and placing in position complete.
b) Cold twisted bars. | 10,327.74 | Kg. | 121.69 ₹12,56,782.68 Lowest | 121.69 ₹12,56,782.68 Lowest |
| 4.00 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete. | 147.84 | Sqm | 505.58 ₹74,744.95 Lowest | 505.58 ₹74,744.95 Lowest |
| 5.00 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 373.12 | Sqm | 723.12 ₹2,69,810.53 Lowest | 723.12 ₹2,69,810.53 Lowest |
| 6.00 | c) Column, pillars, posts and struts etc. | 200.2 | Sqm | 878.95 ₹1,75,965.79 Lowest | 878.95 ₹1,75,965.79 Lowest |
| 7.00 | d) Lintels, beams, girders, bressumers and cantilevers etc. | 541.69 | Sqm | 668.03 ₹3,61,863.83 Lowest | 668.03 ₹3,61,863.83 Lowest |
| 8.00 | e) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). | 23.5 | Sqm | 1,132.03 ₹26,602.71 Lowest | 1,132.03 ₹26,602.71 Lowest |
| 9.00 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) 1 : 1.5 : 3(1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 42.77 | Cum | 13,708.24 ₹5,86,274.01 Lowest | 13,708.24 ₹5,86,274.01 Lowest |
| 10.00 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
a) 1 : 1.5 :3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 12.51 | Cum | 15,748.03 ₹1,97,039.35 Lowest | 15,748.03 ₹1,97,039.35 Lowest |
Tender Value
₹6.3 Cr
EMD Value
₹6.3 L
Closing Date
18 Jul 2026, 11:00 amClosed
Executive Engineer, Yingkiong Division, PWD
Office of the Executive Engineer, Yingkiong Division, PWD
Construction of Office building residential quarters Type IV 2 Type III 4 and Type II 7 and retaining wall at BIP Yingkiong under SIB Itanagar
2026_PWDAP_3491_1
YA/NIT/SIB/2026-27/01
Open Tender
Civil Works - Building
Item Rate
548 days
Yingkiong
Please refer to tender documents
2 documents required · 2 mandatory
₹5,000
EE PWD Yingkiong Division
₹6.3 L
Yes
17 Aug 2026
11 Jul 2026
20 Jul 2026
11 Jul 2026
18 Jul 2026
11 Jul 2026
11 Jul 2026 - 18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | TYPE - IV - 2 units
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. | 0.6 | cum | - | - |
| 2 | Providing and laying in foundations and plinth cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) excluding the cost of centering and shuttering. | 1 | Cum | - | - |
| 3 | Reinforcement of RCC work including bending, binding and placing in position complete.
b) Cold twisted bars. | 1 | Kg. | - | - |
| 4 | Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete. | - | Sqm | - | - |
| 5 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | - | Sqm | - | - |
| 6 | c) Column, pillars, posts and struts etc. | 1 | Sqm | - | - |
| 7 | d) Lintels, beams, girders, bressumers and cantilevers etc. | 0.2 | Sqm | - | - |
| 8 | e) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). | - | Sqm | - | - |
| 9 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) 1 : 1.5 : 3(1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | - | Cum | - | - |
| 10 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
a) 1 : 1.5 :3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | - | Cum | - | - |
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