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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 CrAdmitted-Fee/PreQual/Technical/Finance | ₹12.7 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.1 Cr+₹1.4 Cr (10.9%)Admitted-Fee/PreQual/Technical/Finance | ₹14.1 Cr+₹1.4 Cr (10.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.1 Cr+₹1.4 Cr (10.9%)Admitted-Fee/PreQual/Technical/Finance | ₹14.1 Cr+₹1.4 Cr (10.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹14.1 Cr+₹1.4 Cr (10.9%)Admitted-Fee/PreQual/Technical/Finance | ₹14.1 Cr+₹1.4 Cr (10.9%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s AMUN MOTOR PARTS AND ENGINEERING WORKS L2 | MAITUNG TIKHKA L4 | M/S T P ENTERPRISES L3 | M/s Haangs Growers L1 |
|---|---|---|---|---|---|---|---|
| 1.00SH : DIET Building Site Development | |||||||
| 1.01 | 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. | 6,796.5 | Cum | 435 ₹29,56,477.5 | 413 ₹28,06,954.5 Lowest | 414 ₹28,13,751 | 413 ₹28,06,954.5 Lowest |
| 1.02Building Works | |||||||
| 1.03 | 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. | 1,152 | Cum | 435 ₹5,01,120 | 413 ₹4,75,776 | 414 ₹4,76,928 | 353 ₹4,06,656 Lowest |
| 1.04 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and
watering etc. complete. | 821.7 | Cum | 215 ₹1,76,665.5 | 208 ₹1,70,913.6 | 206 ₹1,69,270.2 | 187.4 ₹1,53,986.58 Lowest |
| 1.05Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: | |||||||
| 1.06 | a) Foundations and plinth | 63.7 | Cum | 8,000 ₹5,09,600 | 7,205 ₹4,58,958.5 | 7,206 ₹4,59,022.2 | 6,551.7 ₹4,17,343.29 Lowest |
| 1.07Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : | |||||||
| 1.08 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 321.5 | Cum | 10,000 ₹32,15,000 | 9,734 ₹31,29,481 | 9,734 ₹31,29,481 | 6,848 ₹22,01,632 Lowest |
| 1.09Reinforcement 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. | |||||||
Tender Value
Refer Docs
EMD Value
₹14.1 L
Closing Date
21 Jul 2026, 11:00 amClosed
Executive Engineer, Changlang Division, PWD
Office of the Executive Engineer, Changlang Division, PWD
Upgradation of DIET Changlang as Centre of Excellence under Changlang District
2026_PWDAP_3560_1
CHD P-10/2026-27/612-614
Open Tender
Civil Works
Item Rate
730 days
Changlang
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
EE PWD Chayangtajo Division
₹14.1 L
Changlang
21 Jul 2026
15 Jul 2026
21 Jul 2026
15 Jul 2026
21 Jul 2026
15 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH : DIET Building Site Development | |||||
| 1.01 | 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. | 6,796.5 | Cum | 1.25 | ₹8,495.63 |
| 1.02 | Building Works | - | - | - | - |
| 1.03 | 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. | 1,152 | Cum | 100 | ₹1,15,200 |
| 1.04 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and
watering etc. complete. | 821.7 | Cum | 10 | ₹8,217 |
| 1.05 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: | - | - | - | - |
| 1.06 | a) Foundations and plinth | 63.7 | Cum | 100 | ₹6,370 |
| 1.07 | Reinforced concrete work in foundations, footings, bases of columns etc. and
mass concrete excluding cost of centring, shuttering and reinforcement in : | - | - | - | - |
| 1.08 | a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 321.5 | Cum | 11 | ₹3,536.5 |
| 1.09 | 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. | - | - | - | - |
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