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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.0 L+₹29,497.40 (7.98%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.1 L+₹39,552.65 (10.7%)Admitted-Fee/PreQual/Technical/Finance 1106 SUB TREASURY MULAMTHURUTHY | ERNAKULAM | KERALA | 680667 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.2 L+₹45,722.68 (12.4%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.2 L+₹46,842.38 (12.7%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | TPMATHAI L7 | SHAJI K P L2 | AKSHAY MANOJ L1 | AKHIL VENU L3 | Nikunjam Developers Pvt.Ltd L6 | AMAL LIGY L4 | Vishnu Soman L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00maintenance | ||||||||||
| 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 | 9 | cum | 2,020 ₹18,171.92 | 1,874.26 ₹16,860.84 | 1,735.82 ₹15,615.44 | 1,850 ₹16,642.6 | 850 ₹7,646.6 Lowest | 1,800 ₹16,192.8 | 1,100 ₹9,895.6 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 17.75 | cum | 2,250 ₹39,933 | 2,236.96 ₹39,701.57 | 2,071.73 ₹36,769.06 | 2,340 ₹41,530.32 | 1,100 ₹19,522.8 | 2,200 ₹39,045.6 | 500 ₹8,874 Lowest |
| 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 | 10.68 | cum | 330 ₹3,523.74 | 316.55 ₹3,380.12 | 293.17 ₹3,130.47 Lowest | 350 ₹3,737.3 | 500 ₹5,339 | 350 ₹3,737.3 | 350 ₹3,737.3 |
| 1.00 | OD51289/2026-2027: Dry Rubble Masonry-Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc .complete as per direction of Departmental officers at site | 13.67 | cum | 3,750 ₹51,251.25 | 3,514.24 ₹48,029.12 | 3,254.67 ₹44,481.57 Lowest | 3,400 ₹46,467.8 | 4,000 ₹54,668 | 4,000 ₹54,668 | 5,500 ₹75,168.5 |
| 1.00 | OD51288/2026-2027:Dry rubble masonry with DEPARTMENTAL MATERIALS, Labour charges etc complete as per direction of departmental officers | 15.97 | cum | 1,700 ₹27,154.1 | 1,509.97 ₹24,118.75 | 1,398.44 ₹22,337.28 Lowest | 1,600 ₹25,556.8 | 2,750 ₹43,925.75 | 1,500 ₹23,959.5 | 2,000 ₹31,946 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.07 | cum | 8,200 ₹33,374 | 7,540.84 ₹30,691.22 | 6,983.85 ₹28,424.27 Lowest | 8,000 ₹32,560 | 8,500 ₹34,595 | 8,000 ₹32,560 | 9,000 ₹36,630 |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.7 | cum | 9,350 ₹15,895 | 8,768.26 ₹14,906.04 | 8,120.6 ₹13,805.02 | 8,000 ₹13,600 Lowest | 8,800 ₹14,960 | 9,000 ₹15,300 | 9,500 ₹16,150 |
| 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) | 0.46 | cum | 7,600 ₹3,518.8 | 6,980.94 ₹3,232.18 | 6,465.31 ₹2,993.44 | 7,800 ₹3,611.4 | 7,750 ₹3,588.25 | 8,000 ₹3,704 | 4,000 ₹1,852 Lowest |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.85 | cum | 9,900 ₹18,315 | 9,230.12 ₹17,075.72 | 8,548.35 ₹15,814.45 | 8,500 ₹15,725 Lowest | 8,800 ₹16,280 | 9,000 ₹16,650 | 10,000 ₹18,500 |
Tender Value
₹4.5 L
EMD Value
₹11,344
Closing Date
30 Oct 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASST. ENGINEER
O/O AE,CHOTTANIKKARA GP
-construction of compound wall in Homeo dispensary at Chottanikkara GP
2026_LSGD_881514_1
58/AE/26-27/LSGD/CHKRA/200
Open Tender
Civil Works - Buildings
Item Rate
180 days
CHOTTANIKKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,005
Yes
₹11,344
Yes
2 Nov 2026
23 Oct 2026
31 Oct 2026
23 Oct 2026
30 Oct 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintenance | |||||
| 1.001 | 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 | 9 | cum | - | - |
| 1.002 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 17.75 | cum | - | - |
| 1.003 | 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 | 10.68 | cum | - | - |
| 1.004 | OD51289/2026-2027: Dry Rubble Masonry-Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc .complete as per direction of Departmental officers at site | 13.67 | cum | - | - |
| 1.005 | OD51288/2026-2027:Dry rubble masonry with DEPARTMENTAL MATERIALS, Labour charges etc complete as per direction of departmental officers | 15.97 | cum | - | - |
| 1.006 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.07 | cum | - | - |
| 1.007 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.7 | cum | - | - |
| 1.008 | 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) | 0.46 | cum | - | - |
| 1.009 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.85 | cum | - | - |
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