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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-Finance | ₹12.3 L | L1 | Accepted-Finance L1 Below PAC |
| 2 | L2₹15.0 L+₹2.6 L (21.5%)Accepted-Finance | ₹15.0 L+₹2.6 L (21.5%) | L2 | Accepted-Finance L2 Below PAC |
| Sl No | Description | Qty | Unit | vinu L1 | RAGHUNATHAN NAIR L2 |
|---|---|---|---|---|---|
| 1.00Additional work | |||||
| 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 1.5m, as directed by Engineer-in-charge.All kinds of soil | 81.6 | m3 | 157 ₹12,811.2 Lowest | 249 ₹20,318.4 |
| 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 : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 20.4 | m3 | 4,350 ₹88,740 Lowest | 7,500 ₹1,53,000 |
| 1.00 | 60.7.1
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 | 229.95 | m3 | 3,650 ₹8,39,317.5 Lowest | 3,900 ₹8,96,805 |
| 1.00 | 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. | 84 | m2 | 630 ₹52,920 Lowest | 830 ₹69,720 |
| 1.00 | 4.2.5
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:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 20.8 | m3 | 6,590 ₹1,37,072 Lowest | 10,800 ₹2,24,640 |
| 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. | 26.07 | m3 | 310 ₹8,081.7 Lowest | 318 ₹8,290.26 |
| 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) | 3 | m3 | 7,250 ₹21,750 Lowest | 8,569 ₹25,707 |
| 1.01 | 5.22A.1
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars | 936 | kg | 75 ₹70,200 Lowest | 104 ₹97,344 |
Tender Value
₹15.4 L
EMD Value
₹38,519
Closing Date
9 Sept 2026, 3:00 pmClosed
Regional Engineer
Regional Engineer Kerala State Nirmithi Kendra, Regional Office, Vallichira P.O, Pala PIN 686574
Earth work, PCC, DR, Centering and Shuttering, RCC, etc
2026_KSNK_866798_1
KSNK/TECH/PALA/RWES-172/2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Pampady
Refer NIT
6 documents required · 6 mandatory
₹2,500
₹38,519
Yes
18 Sept 2026
29 Aug 2026
11 Sept 2026
29 Aug 2026
9 Sept 2026
29 Aug 2026
29 Aug 2026 - 9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Additional work | |||||
| 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 1.5m, as directed by Engineer-in-charge.All kinds of soil | 1 | m3 | 1.25 | ₹1.25 |
| 1.002 | 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 : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | m3 | 1.25 | ₹1.25 |
| 1.003 | 60.7.1
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 | 1 | m3 | 1.25 | ₹1.25 |
| 1.004 | 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. | - | m2 | 1.25 | - |
| 1.005 | 4.2.5
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:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | m3 | 1.25 | - |
| 1.006 | 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. | - | m3 | 1.25 | - |
| 1.007 | 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) | - | m3 | 1.25 | - |
| 1.008 | 5.22A.1
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars | - | kg | 1.25 | - |
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