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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.5 L+₹22,741.97 (5.28%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KOTTAYAM | KERALA | 686001 | ₹4.5 L+₹22,741.97 (5.28%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.1 L+₹75,940.96 (17.6%)Admitted-Fee/PreQual/Technical/Finance | ₹5.1 L+₹75,940.96 (17.6%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.1 L+₹81,167.70 (18.8%)Admitted-Fee/PreQual/Technical/Finance | ₹5.1 L+₹81,167.70 (18.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHAMMED L4 | SANAHULLA T P L3 | MUHAMMED SALIM TK L2 | ASEEB E L1 |
|---|---|---|---|---|---|---|---|
| 1.00Retaining Wall | |||||||
| 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 | 12.75 | cum | 236.63 ₹3,017.03 | 236.63 ₹3,017.03 | 211.26 ₹2,693.57 | 200.66 ₹2,558.42 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 | 11.94 | cum | 330.41 ₹3,944.43 | 330.41 ₹3,944.43 | 294.99 ₹3,521.59 | 280.19 ₹3,344.91 Lowest |
| 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 | cum | 7,286.51 ₹21,859.53 | 7,286.51 ₹21,859.53 | 6,505.4 ₹19,516.2 | 6,178.96 ₹18,536.88 Lowest |
| 1.00 | 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) | 9.66 | cum | 7,870.91 ₹76,001.51 | 7,870.91 ₹76,001.51 | 7,027.15 ₹67,854.16 | 6,674.53 ₹64,449.26 Lowest |
| 1.00 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 27.2 | cum | 10,798.65 ₹2,93,755.68 | 10,798.65 ₹2,93,755.68 | 9,641.03 ₹2,62,264.94 | 9,157.26 ₹2,49,104.94 Lowest |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 66.04 | sqm | 771.19 ₹50,927.85 | 771.19 ₹50,927.85 | 688.52 ₹45,468.48 | 653.97 ₹43,186.87 Lowest |
| 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 | 238.2 | kilogram | 120 ₹28,584 | 103.22 ₹24,587 | 92.19 ₹21,959.66 | 87.56 ₹20,856.79 Lowest |
| 1.01 | OD70949/2026-2027: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. | 58.8 | metre | 112.86 ₹6,636.17 | 95 ₹5,586 Lowest | 100.76 ₹5,924.69 | 95.71 ₹5,627.75 |
| 1.01 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 34.4 | kg | 705.22 ₹24,259.57 | 700 ₹24,080 | 629.62 ₹21,658.93 | 598.03 ₹20,572.23 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,695
Closing Date
11 Sept 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER
Annual Plan Kalkundu SC Unnathi samagra vikasanam pro no 18 2027 Kalikavu BP General Civil Work
2026_LSGD_865391_4
AE/LID EW/KKV/BP/03/26-27
Open Tender
Civil Works - Others
Item Rate
90 days
KALIKAVU BLOCK
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,120
Yes
₹12,695
Yes
14 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining Wall | |||||
| 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 | 12.75 | 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 | 11.94 | cum | - | - |
| 1.003 | 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 | cum | - | - |
| 1.004 | 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) | 9.66 | cum | - | - |
| 1.005 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 27.2 | cum | - | - |
| 1.006 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 66.04 | sqm | - | - |
| 1.007 | 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 | 238.2 | kilogram | - | - |
| 1.008 | OD70949/2026-2027: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. | 58.8 | metre | - | - |
| 1.009 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 34.4 | kg | - | - |
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