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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-Finance | ₹5.4 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹5.5 LAccepted-Finance | ₹5.5 L | L2 | Accepted-Finance Second Lowest |
| 3 | L3₹5.6 LAccepted-Finance | ₹5.6 L | L3 | Accepted-Finance Third Lowest |
| Sl No | Description | Qty | Unit | sreeghanan L2 | A JAYAKUMAR L1 | ASHOKAN K L3 |
|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 0.49 | cum | 1,554.43 ₹769.44 | 1,461.16 ₹723.27 | 1,554.43 ₹769.44 |
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 22.59 | sqm | 75.87 ₹1,713.90 | 71.32 ₹1,611.12 | 75.87 ₹1,713.90 |
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 7.08 | sqm | 56.51 ₹399.86 | 53.12 ₹375.88 | 56.51 ₹399.86 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 0.42 | cum | 2,129.84 ₹894.53 | 2,002.05 ₹840.86 | 2,129.84 ₹894.53 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 6.88 | cum | 359.72 ₹2,474.87 | 338.14 ₹2,326.40 | 359.72 ₹2,474.87 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 2.73 | cum | 7,932.89 ₹21,680.59 | 7,456.92 ₹20,379.76 | 7,932.89 ₹21,680.59 |
| 1.01 | OD366757/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.67 | cum | 7,800 ₹36,433.80 | 7,689.88 ₹35,919.43 | 7,750 ₹36,200.25 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 4.07 | cum | 318.47 ₹1,297.45 | 299.36 ₹1,219.59 | 318.47 ₹1,297.45 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 41.52 | kilogram | 112.43 ₹4,668.09 | 105.68 ₹4,387.83 | 112.43 ₹4,668.09 |
Tender Value
₹5.7 L
EMD Value
₹14,370
Closing Date
25 May 2026, 5:00 pmClosed
Assistant Executive Engineer
Pwd Buildings subdivision Kollam.
GENERAL-Maintenance of quarter HC 13 in Asramam Police Quarters, Kollam-General civil work.
2026_PWD_851748_1
ET-02/AEE/KLM/2026-2027
Open Tender
Civil Works - Buildings
180 days
Kollam
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,270
Yes
₹14,370
Yes
16 Jun 2026
19 May 2026
28 May 2026
19 May 2026
25 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | ||||||
| 1.001 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 1 | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 1 | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD366757/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - | BI01010001010000000000000515BI0100001122 |
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