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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹42.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹43.2 L+₹81,570.46 (1.92%)Admitted-Fee/PreQual/Technical/Finance | ₹43.2 L+₹81,570.46 (1.92%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹45.1 L+₹2.7 L (6.30%)Admitted-Fee/PreQual/Technical/Finance | ₹45.1 L+₹2.7 L (6.30%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹47.9 L+₹5.5 L (13.0%)Admitted-Fee/PreQual/Technical/Finance KOLTHUMTHODI H PARAKKAL HOUSE KEEZHUPARAMBA AREEKODE | ₹47.9 L+₹5.5 L (13.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹49.2 L+₹6.8 L (16.1%)Admitted-Fee/PreQual/Technical/Finance | ₹49.2 L+₹6.8 L (16.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NISHAD M S L1 | jamaludheen va L3 | K P ABBAS L5 | SHAMEEM YAKKIPARAMBAN KOLOTHUMTHODI L4 | SYAM SOMAN L6 | Jipin John Abraham L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Part 1: Working Charges for pipe laying | |||||||||
| 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. | 1,331.1 | cum | 678 ₹9,02,485.8 | 800 ₹10,64,880 | 570.49 ₹7,59,379.24 | 555.44 ₹7,39,346.18 Lowest | 575.78 ₹7,66,420.76 | 831.7 ₹11,07,075.87 |
| 1.00 | 100.2.2:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10m2 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. | 147.9 | cum | 678 ₹1,00,276.2 Lowest | 800 ₹1,18,320 | 1,107.27 ₹1,63,765.23 | 1,078.05 ₹1,59,443.6 | 1,117.53 ₹1,65,282.69 | 1,852.6 ₹2,73,999.54 |
| 1.00 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | 1,500 | metre | 20 ₹30,000 | 10 ₹15,000 Lowest | 27.11 ₹40,665 | 26.4 ₹39,600 | 27.36 ₹41,040 | 10.66 ₹15,990 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 75 | cum | 1,500 ₹1,12,500 | 100 ₹7,500 Lowest | 2,117.24 ₹1,58,793 | 2,061.37 ₹1,54,602.75 | 2,136.87 ₹1,60,265.25 | 693.33 ₹51,999.75 |
| 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 | 12.48 | cum | 2,000 ₹24,960 | 500 ₹6,240 Lowest | 2,138.33 ₹26,686.36 | 2,081.9 ₹25,982.11 | 2,158.15 ₹26,933.71 | 943.42 ₹11,773.88 |
| 1.01 | OD61231/2026-2027:Reconstructing the demolished stone masonry with hard stone available in the site including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) excluding the cost of stone | 12.48 | cum | 2,000 ₹24,960 | 500 ₹6,240 Lowest | 4,656.33 ₹58,111 | 4,533.44 ₹56,577.33 | 4,699.5 ₹58,649.76 | 1,849.75 ₹23,084.88 |
| 1.01 | 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. | 2,958 | metre | 105 ₹3,10,590 | 90 ₹2,66,220 | 87.75 ₹2,59,564.5 | 85.43 ₹2,52,701.94 Lowest | 88.55 ₹2,61,930.9 | 105.17 ₹3,11,092.86 |
| 1.01 | OD283033/2025-2026:Supply of PVC specials ( 3% of the total pipe cost) | 2,958 | L.S | 5.46 ₹16,150.68 | 1 ₹2,958 Lowest | 4.59 ₹13,577.22 | 4.47 ₹13,222.26 | 4.63 ₹13,695.54 | 5.55 ₹16,416.9 |
| 1.01 | 18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | 174 | metre | 1,100 ₹1,91,400 | 1,000 ₹1,74,000 | 969.54 ₹1,68,699.96 | 943.95 ₹1,64,247.3 | 978.53 ₹1,70,264.22 | 700 ₹1,21,800 Lowest |
Tender Value
₹58.5 L
EMD Value
₹50,000
Closing Date
15 Sept 2026, 3:00 pmClosed
Executive Engineer
K.W.A.,P.H.DIVISION,SHORNUR
DEPOSIT Providing and laying pipe line to provide water connection to Kinfra park
2026_KWA_867044_1
WRD/KWA-CE(NR)/TR/2336/2026
Open Tender
Civil Works - Water Works
Item Rate
150 days
KINFRA PARK, PALAPPURAM
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
₹50,000
16 Sept 2026
1 Sept 2026
16 Sept 2026
1 Sept 2026
15 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part 1: Working Charges for pipe laying | |||||
| 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. | 1 | cum | - | - |
| 1.002 | 100.2.2:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10m2 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. | - | cum | - | - |
| 1.003 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | - | metre | - | - |
| 1.004 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD61231/2026-2027:Reconstructing the demolished stone masonry with hard stone available in the site including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) excluding the cost of stone | - | cum | - | - |
| 1.007 | 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. | - | metre | - | - |
| 1.008 | OD283033/2025-2026:Supply of PVC specials ( 3% of the total pipe cost) | - | L.S | - | - |
| 1.009 | 18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | - | metre | - | - |
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