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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹23.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹24.4 L+₹1.1 L (4.60%)Admitted-Fee/PreQual/Technical/Finance 13 312J ETMS BUILDING THALAPPARA P O MALAPPURAM DISTRICT | KANNUR | KERALA | 670612 | ₹24.4 L+₹1.1 L (4.60%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | UTECHCONSTRUCTIONS LLP L2 | SAMEER HYDER M L1 |
|---|---|---|---|---|---|
| 1.00Maintenance of Anganwadi | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 37.8 | cum | 350 ₹13,230 | 224.54 ₹8,487.61 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 | 21.42 | cum | 300 ₹6,426 Lowest | 313.53 ₹6,715.81 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 129.45 | sqm | 335 ₹43,365.75 Lowest | 336.57 ₹43,568.99 |
| 1.00 | 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) | 3.78 | cum | 7,000 ₹26,460 | 6,914.17 ₹26,135.56 Lowest |
| 1.00 | 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 | 1,337.17 | kilogram | 90 ₹1,20,345.3 Lowest | 97.98 ₹1,31,015.92 |
| 1.01 | OD82290/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | 27.6 | metre | 300 ₹8,280 | 107.09 ₹2,955.68 Lowest |
| 1.01 | 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 | 1.81 | cum | 1,500 ₹2,721 Lowest | 2,215.57 ₹4,019.04 |
| 1.01 | OD80779/2026-2027:Demolishing Laterite 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 | 2.27 | cum | 1,000 ₹2,272 Lowest | 1,856.33 ₹4,217.58 |
| 1.01 | OD80611/2026-2027:Laterate masonry with Departmental material in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 1.45 | cum | 7,000 ₹10,136 | 3,202.75 ₹4,637.58 Lowest |
Tender Value
₹24.6 L
EMD Value
₹50,000
Closing Date
17 Aug 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer,LSGD Section,Ponmundam Grama Panchayath.
Annual Plan-Ponmundam Grama Panchayath 2026-27 Proj No 001-27-Maintenance works of Various Anganwadies-General Civil Work
2026_LSGD_864799_2
02-02/ET/AE/LIDEW/PNM/2026-27
Open Tender
Civil Works - Buildings
Item Rate
240 days
Ponmundam
please refer Tender documents
7 documents required · 7 mandatory
₹2,760
₹50,000
1 Sept 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of Anganwadi | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 1 | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD82290/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
| 1.007 | 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 | - | cum | - | - |
| 1.008 | OD80779/2026-2027:Demolishing Laterite 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 | - | - |
| 1.009 | OD80611/2026-2027:Laterate masonry with Departmental material in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
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