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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.3 L+₹14,686.58 (4.73%)Admitted-Fee/PreQual/Technical/Finance | ₹3.3 L+₹14,686.58 (4.73%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.4 L+₹27,942.74 (9.00%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹27,942.74 (9.00%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.4 L+₹28,819.16 (9.28%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹28,819.16 (9.28%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.5 L+₹35,273 (11.4%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹35,273 (11.4%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M SIVADAS L7 | K.K.Babu L10 | H NOORUL HAMEED L9 | UNNIKANNAN V L11 | jafad vj L5 | ANIL K S L8 | AHAMMED NABEEL L3 | Jipin John Abraham L2 | dinesh L6 | YASIR ALI K L4 | V.P.JOJI L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Working charges | ||||||||||||||
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 176.25 | cum | 413.58 ₹72,893.48 | 549.18 ₹96,792.98 | 508.64 ₹89,647.8 | 495 ₹87,243.75 | 750 ₹1,32,187.5 | 380 ₹66,975 | 472.77 ₹83,325.71 | 568 ₹1,00,110 | 500 ₹88,125 | 473.99 ₹83,540.74 | 350 ₹61,687.5 Lowest |
| 1.00 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. | 10 | metre | 111.98 ₹1,119.8 | 89.91 ₹899.1 | 83.98 ₹839.8 | 80 ₹800 | 1 ₹10 Lowest | 80 ₹800 | 78.06 ₹780.6 | 50 ₹500 | 80 ₹800 | 78.26 ₹782.6 | 60 ₹600 |
| 1.00 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 10 | metre | 27.11 ₹271.1 | 21.95 ₹219.5 | 20.33 ₹203.3 | 20 ₹200 | 10 ₹100 Lowest | 23 ₹230 | 18.9 ₹189 | 20 ₹200 | 23 ₹230 | 18.95 ₹189.5 | 20 ₹200 |
| 1.00 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. | 150 | metre | 104.31 ₹15,646.5 | 84.24 ₹12,636 | 78.23 ₹11,734.5 | 80 ₹12,000 | 75 ₹11,250 | 40 ₹6,000 Lowest | 72.71 ₹10,906.5 | 100 ₹15,000 | 75 ₹11,250 | 72.9 ₹10,935 | 70 ₹10,500 |
| 1.00 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 210 | metre | 104.31 ₹21,905.1 | 84.24 ₹17,690.4 | 78.23 ₹16,428.3 | 95 ₹19,950 | 90 ₹18,900 | 65 ₹13,650 Lowest | 72.71 ₹15,269.1 | 100 ₹21,000 | 75 ₹15,750 | 72.9 ₹15,309 | 70 ₹14,700 |
| 1.01 | OD331825/2025-2026:Making interlinking pipelines - 110mm PVC ,90mm PVC and 63 mm PVC main linked to 63 mm PVC / 80 mm GI / 50 mm GI Branches | 3 | no | 3,210.15 ₹9,630.45 | 2,600.1 ₹7,800.3 | 2,407.61 ₹7,222.83 | 210 ₹630 Lowest | 500 ₹1,500 | 2,000 ₹6,000 | 2,237.8 ₹6,713.4 | 1,100 ₹3,300 | 2,600 ₹7,800 | 2,243.57 ₹6,730.71 | 2,000 ₹6,000 |
| 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) | 0.13 | cum | 8,569.14 ₹1,096.85 | 6,940.89 ₹888.43 | 6,426.85 ₹822.64 | 7,000 ₹896 | 8,000 ₹1,024 | 5,564 ₹712.19 | 5,973.55 ₹764.61 | 3,906.25 ₹500 Lowest | 6,500 ₹832 | 5,988.97 ₹766.59 | 4,500 ₹576 |
| 2.00Cost of materials | ||||||||||||||
| 2.00 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. | 210 | metre | 148.67 ₹31,220.7 | 119.88 ₹25,174.8 | 148.67 ₹31,220.7 | 110 ₹23,100 | 195 ₹40,950 | 236 ₹49,560 | 103.64 ₹21,764.4 Lowest | 148.7 ₹31,227 | 148 ₹31,080 | 103.91 ₹21,821.1 | 163 ₹34,230 |
Tender Value
₹4.9 L
EMD Value
₹12,141
Closing Date
18 Sept 2026, 3:00 pmClosed
Executive Engineer
EE,PH DIVISION OFFICE, KALMANDAPAM ,PALAKKAD
DEPOSIT-Melarcode Gramapanchayath 2025 26 Annual plan Pipeline extension to various wardsSecond stage Project No 254Pipeline extension-Pipeline Work
2026_KWA_868588_1
41/2026-2027/EE/PH/PKD
Open Tender
Civil Works - Water Works
Item Rate
Melarcode gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,075
₹12,141
Yes
19 Sept 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working charges | |||||
| 1.001 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 176.25 | cum | - | - |
| 1.002 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. | 10 | metre | - | - |
| 1.003 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 10 | metre | - | - |
| 1.004 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. | 150 | metre | - | - |
| 1.005 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. | 210 | metre | - | - |
| 1.006 | OD331825/2025-2026:Making interlinking pipelines - 110mm PVC ,90mm PVC and 63 mm PVC main linked to 63 mm PVC / 80 mm GI / 50 mm GI Branches | 3 | no | - | - |
| 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) | 0.13 | cum | - | - |
| 2Cost of materials | |||||
| 2.001 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. | 210 | metre | - | - |
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