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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance As per evaluation generated by eprocurement site Arunachaltenders.co.in |
| 2 | L2₹1.2 CrAccepted-Finance | ₹1.2 Cr | L2 | Accepted-Finance As per evaluation generated by eprocurement site Arunachaltenders.co.in |
| Sl No | Description | Qty | Unit | M/s Ananth Enterprises L2 | M/s AVS Construction Agency L1 |
|---|---|---|---|---|---|
| 1.00SH:I-Boundary Wall=724.00 Mtrs. | |||||
| 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. | 620.71 | cum | 725 ₹4.5 L | 725 ₹4.5 L |
| 1.02 | Providing and laying with stone / boulder of size 100mm in foundations and plinth i/c filling with fine sand in voids and ramming compacting cansolidating watering etc. a) foundations and plinth | 95.08 | cum | 2,500 ₹2.4 L | 2,500 ₹2.4 L |
| 1.03 | Providing and laying foundations and plinth Cement concrete 1:4:8 (1 cement 4 Coarse sand 8 graded stone aggregate 40 mm Nominal size ) exclluding the cote of cost cntring and shuttering a) foundation and Plinth | 63.23 | cum | 6,000 ₹3.8 L | 6,000 ₹3.8 L |
| 1.04 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of
centring and shuttering. | 37.65 | cum | 6,000 ₹2.3 L | 6,000 ₹2.3 L |
| 1.05 | Providing and laying up to floor two level cement 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) including centring shuttering in :
b) String courses, copings, bed plates, anchor blocks, plain window sills and the like. | 7.72 | cum | 11,000 ₹84,920 | 11,000 ₹84,920 |
| 1.06 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 69.99 | cum | 8,848 ₹6.2 L | 8,848 ₹6.2 L |
| 1.07 | 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) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 40.06 | cum | 10,510 ₹4.2 L | 10,510 ₹4.2 L |
| 1.08 | Reinforced cement concrete work in lintels, beams and bresumers 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 excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 45.37 | cum | 10,379 ₹4.7 L | 10,379 ₹4.7 L |
| 1.09 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete | 264.5 | sqm | 325 ₹85,962.83 | 325 ₹85,962.83 |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
27 Mar 2026, 12:20 pmClosed
Executive Engineer, Sangram division, PWD, A.P.
O/o EE, Sangram division, PWD, A.P. Kurung Kumey District
C/o Boundary Wall (GHSS) Govt.Higher Secondary School Sangram in Kurung Kumey District
2026_PWDAP_3150_1
SGMD/e-NIT/W-44/2025-26/07
Open Tender
Civil Works
365 days
Sangram Kurung Kumey District, A.P.
EMD and Tender Fee
4 documents required · 4 mandatory
₹5,000
Executive Engineer, Sangram Division, PWD
₹1.2 L
Yes
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
20 Mar 2026 - 25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1SH:I-Boundary Wall=724.00 Mtrs. | ||||||
| 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. | 0.6 | cum | - | - | itemH1Code1 |
| 1.02 | Providing and laying with stone / boulder of size 100mm in foundations and plinth i/c filling with fine sand in voids and ramming compacting cansolidating watering etc. a) foundations and plinth | 1 | cum | - | - | code1.02 |
| 1.03 | Providing and laying foundations and plinth Cement concrete 1:4:8 (1 cement 4 Coarse sand 8 graded stone aggregate 40 mm Nominal size ) exclluding the cote of cost cntring and shuttering a) foundation and Plinth | 1 | cum | - | - | itemH1Code2 |
| 1.04 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of
centring and shuttering. | - | cum | - | - | itemH1Code3 |
| 1.05 | Providing and laying up to floor two level cement 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) including centring shuttering in :
b) String courses, copings, bed plates, anchor blocks, plain window sills and the like. | 1 | cum | - | - | itemH1Code4 |
| 1.06 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 0.8 | cum | - | - | itemH1Code5 |
| 1.07 | 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) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 1 | cum | - | - | itemH1Code6 |
| 1.08 | Reinforced cement concrete work in lintels, beams and bresumers 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 excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | - | cum | - | - | itemH1Code7 |
| 1.09 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete | 0.4 | sqm | - | - | itemH1Code8 |
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