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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance 77 2 1 LENIN SARANI KOLKATA 700013 | KOLKATA | KOLKATA | WEST BENGAL | 700013 | ₹3.2 L | L1 | Accepted-Finance Lowest rate |
| 2 | L2₹3.2 L+₹4,967.45 (1.57%)Rejected-Finance | ₹3.2 L+₹4,967.45 (1.57%) | L2 | Rejected-Finance Higher than L1 |
| 3 | L3₹3.2 L+₹6,588.10 (2.09%)Rejected-Finance 23 2 P K CHOWDHURY LANE HOWRAH 711103 | HOWRAH | HOWRAH | WEST BENGAL | 711103 | ₹3.2 L+₹6,588.10 (2.09%) | L3 | Rejected-Finance Higher than L1 |
| Sl No | Description | Qty | Unit | D K ELECTRIC L1 | TAMAL ENTERPRISE L3 | MOITRA ENGINEERING CO L2 |
|---|---|---|---|---|---|---|
| 1.00Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding latorite or sand stone) including removing spreading or stacking the spoils within a lead of 75 m as directed the item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailing out water as required complete. | ||||||
| 1.01 | a) Depth of excavation not exceeding 1500 mm. | 15 | m3 | 119 ₹1,785 Lowest | 122 ₹1,830 | 121 ₹1,815 |
| 2.00Brick work with 1st class bricks in cement mortr (1:6) | ||||||
| 2.01 | b) In superstructure, ground floor, | 12 | m3 | 5,433 ₹65,196 Lowest | 5,544 ₹66,528 | 5,517 ₹66,204 |
| 3.00Earth 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) | ||||||
| 3.01 | (i) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth. | 14 | m3 | 312 ₹4,368 Lowest | 318 ₹4,452 | 317 ₹4,438 |
| 4.00 | Single brick flat soiling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 0.67 | Sq.M | 354 ₹237.18 Lowest | 362 ₹242.54 | 360 ₹241.2 |
| 5.00 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes., pakur variety. | 1.5 | m3 | 3,720 ₹5,580 Lowest | 3,796 ₹5,694 | 3,777 ₹5,665.5 |
| 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 (upto roof of 1 st floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 25 | Sqm | 333 ₹8,325 Lowest | 340 ₹8,500 | 339 ₹8,475 |
| 7.00 | Reinforcement for reinforced concrete work in all sorts of structuresincluding distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection complete as per drawingand direction.
(a) For works in foundation and upto roof of 1st loor/upto 4 m i) Tor steel/Mild Steel | 1.5 | M.T | 53,365 ₹80,047.5 Lowest | 54,435 ₹81,652.5 | 54,168 ₹81,252 |
Tender Value
Refer Docs
EMD Value
₹7,087
Closing Date
17 Jul 2026, 6:00 pmClosed
Assistant Engineer HMSD PHE Dte
P16IndiaExchangePlaceCITAnnexeBldgExtn2ndfloorKol73
Electro mechanical works
2026_PHED_1031503_17
WBPHED / AE / HMSD / 03 / 2026-27
Open Tender
Electrical Work/ Equipment
Item Rate
30 days
Office of the Assistant Engineer HMSD PHED
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,087
27 Aug 2026
9 Jul 2026
20 Jul 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding latorite or sand stone) including removing spreading or stacking the spoils within a lead of 75 m as directed the item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailing out water as required complete. | |||||
| 1.01 | a) Depth of excavation not exceeding 1500 mm. | 15 | m3 | -150 | - |
| 2Brick work with 1st class bricks in cement mortr (1:6) | |||||
| 2.01 | b) In superstructure, ground floor, | 12 | m3 | -150 | - |
| 3Earth 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) | |||||
| 3.01 | (i) With carried earth arranged by the contractor within a radius of 1 km. including cost of carried earth. | 14 | m3 | -150 | - |
| 4 | Single brick flat soiling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 0.67 | Sq.M | -150 | - |
| 5 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes., pakur variety. | 1.5 | m3 | -150 | - |
| 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 (upto roof of 1 st floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 25 | Sqm | -150 | - |
| 7 | Reinforcement for reinforced concrete work in all sorts of structuresincluding distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection complete as per drawingand direction.
(a) For works in foundation and upto roof of 1st loor/upto 4 m i) Tor steel/Mild Steel | 1.5 | M.T | -150 | - |
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