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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.3 LAccepted-AOC | ₹20.3 L | L1 | Accepted-AOC 1st lowest rate |
| 2 | L2₹20.3 L+₹612.38 (0.03%)Rejected-Finance 2 2 SUKANTA SARANI 4TH LANE PO NONA CHANDANPUKUR BARRACKPORE KOLKATA PIN 700122 | BARRACKPORE | 24 PARAGANAS NORTH | WEST BENGAL | 700122 | ₹20.3 L+₹612.38 (0.03%) | L2 | Rejected-Finance 2nd lowest rate |
| 3 | L3₹20.3 L+₹816.94 (0.04%)Rejected-Finance | ₹20.3 L+₹816.94 (0.04%) | L3 | Rejected-Finance 3rd lowest rate |
| Sl No | Description | Qty | Unit | RAHUL SAHA L1 | Saha Construction L2 | M/S Subrata Saha L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. | 94.15 | Cum. | 142.05 ₹13,374.58 Lowest | 142.1 ₹13,379.28 | 142.11 ₹13,380.23 |
| 2.00 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
Gr. floor including roof.
(A) [Pakur Variety]
(a) 1:3:6 proportion | 16.09 | Cum. | 6,482.73 ₹1,04,313.61 Lowest | 6,484.68 ₹1,04,344.99 | 6,485.33 ₹1,04,355.45 |
| 3.00 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 166.72 | Sq.Mtr. | 385.94 ₹64,345.08 Lowest | 386.06 ₹64,365.08 | 386.1 ₹64,371.75 |
| 4.00 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in Gr. floor including roof as per relevant IS codes.
(i) Pakur Variety | 48.17 | Cum. | 7,091.86 ₹3,41,614.9 Lowest | 7,093.99 ₹3,41,717.5 | 7,094.7 ₹3,41,751.7 |
| 5.00 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation, basement and In Gr. floor including roof
(i) Tor steel/Mild Steel
I. SAIL/TATA /RINL | 4.91 | MT | 71,847.8 ₹3,52,916.39 Lowest | 71,869.37 ₹3,53,022.35 | 71,876.56 ₹3,53,057.66 |
| 6.00 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (In 2nd floor including roof) (a) 25 mm to 30 mm thick wooden shuttering asper decision & direction of Engineer-In-Charge. | 269.18 | Sq.Mtr. | 390.71 ₹1,05,169.36 Lowest | 390.83 ₹1,05,201.67 | 390.87 ₹1,05,212.43 |
| 7.00 | (f) 25 mm to 30 mm shuttering without staging in foundation | 94.39 | Sq.Mtr. | 244.18 ₹23,047.66 Lowest | 244.26 ₹23,055.21 | 244.28 ₹23,057.1 |
| 8.00 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. | 62.27 | Cum. | 92.35 ₹5,750.27 Lowest | 92.38 ₹5,752.13 | 92.39 ₹5,752.76 |
| 9.00 | Filling in foundation or plinth fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 49.83 | Cum. | 580.59 ₹28,930.8 Lowest | 580.77 ₹28,939.77 | 580.83 ₹28,942.76 |
| 10.00 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth | 11.26 | Sq.Mtr. | 6,161.37 ₹69,401.67 Lowest | 6,163.22 ₹69,422.51 | 6,163.84 ₹69,429.49 |
Tender Value
Refer Docs
EMD Value
₹40,630
Closing Date
10 Mar 2026, 6:00 pmClosed
District Magistrate, Uttar Dinajpur
Office of the District Magistrate, Uttar Dinajpur, Karnajora
69/Dev_Planning_2026
2026_DMUD_1013284_1
69/Dev_Planning_2026
Open Tender
CIVIL WORKS
Item Rate
180 days
thanapara
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹40,630
31 Aug 2026
23 Feb 2026
12 Mar 2026
23 Feb 2026
10 Mar 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. | 0.6 | Cum. | - | - |
| 2 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)
Gr. floor including roof.
(A) [Pakur Variety]
(a) 1:3:6 proportion | - | Cum. | - | - |
| 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 0.2 | Sq.Mtr. | - | - |
| 4 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in Gr. floor including roof as per relevant IS codes.
(i) Pakur Variety | - | Cum. | - | - |
| 5 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation, basement and In Gr. floor including roof
(i) Tor steel/Mild Steel
I. SAIL/TATA /RINL | - | MT | - | - |
| 6 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (In 2nd floor including roof) (a) 25 mm to 30 mm thick wooden shuttering asper decision & direction of Engineer-In-Charge. | - | Sq.Mtr. | - | - |
| 7 | (f) 25 mm to 30 mm shuttering without staging in foundation | 0.2 | Sq.Mtr. | - | - |
| 8 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. | 0.4 | Cum. | - | - |
| 9 | Filling in foundation or plinth fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 1 | Cum. | - | - |
| 10 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth | 1 | Sq.Mtr. | - | - |
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