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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.6 L+₹38,323.20 (3.77%)Admitted-Fee/PreQual/Technical/Finance | ₹10.6 L+₹38,323.20 (3.77%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹10.9 L+₹69,175.59 (6.80%)Admitted-Fee/PreQual/Technical/Finance | ₹10.9 L+₹69,175.59 (6.80%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹11.6 L+₹1.4 L (13.5%)Admitted-Fee/PreQual/Technical/Finance | ₹11.6 L+₹1.4 L (13.5%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹11.7 L+₹1.5 L (14.5%)Admitted-Fee/PreQual/Technical/Finance | ₹11.7 L+₹1.5 L (14.5%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M SIVADAS L6 | H NOORUL HAMEED L10 | K.K.Babu L11 | YASIR ALI K L4 | BSR HI-SIGHT INFRASTRUCTURE PVT LTD L3 | ANIL K S L7 | dinesh L9 | UNNIKANNAN V L5 | jafad vj L8 | Jipin John Abraham L2 | 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. | 913.5 | cum | 400.58 ₹3,65,929.83 | 508.51 ₹4,64,523.89 | 549.18 ₹5,01,675.93 | 501.11 ₹4,57,763.99 | 471.41 ₹4,30,633.04 | 380 ₹3,47,130 | 450 ₹4,11,075 | 465 ₹4,24,777.5 | 600 ₹5,48,100 | 464.2 ₹4,24,046.7 | 350 ₹3,19,725 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 | 83.98 ₹839.8 | 89.91 ₹899.1 | 82.74 ₹827.4 | 77.78 ₹777.8 | 80 ₹800 | 80 ₹800 | 90 ₹900 | 5 ₹50 Lowest | 100 ₹1,000 | 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. | 25 | metre | 27.11 ₹677.75 | 20.33 ₹508.25 | 21.95 ₹548.75 | 20.03 ₹500.75 | 18.84 ₹471 | 23 ₹575 | 24 ₹600 | 22 ₹550 | 50 ₹1,250 | 10 ₹250 Lowest | 20 ₹500 |
| 1.00 | 15.43.1:Dismantling 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:Water bound macadam road | 6 | sqm | 225.28 ₹1,351.68 | 168.96 ₹1,013.76 | 182.25 ₹1,093.5 | 166.46 ₹998.76 | 156.54 ₹939.24 | 138 ₹828 | 175 ₹1,050 | 200 ₹1,200 | 50 ₹300 Lowest | 100 ₹600 | 150 ₹900 |
| 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. | 1,547 | metre | 70.98 ₹1,09,806.06 | 78.23 ₹1,21,021.81 | 84.24 ₹1,30,319.28 | 77.07 ₹1,19,227.29 | 72.5 ₹1,12,157.5 | 40 ₹61,880 Lowest | 78 ₹1,20,666 | 75 ₹1,16,025 | 50 ₹77,350 | 100 ₹1,54,700 | 70 ₹1,08,290 |
| 1.01 | 100.9.7: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): 75 mm nominal outside diameter pipes. | 160 | metre | 104.31 ₹16,689.6 | 78.23 ₹12,516.8 | 84.24 ₹13,478.4 | 77.07 ₹12,331.2 | 72.5 ₹11,600 | 65 ₹10,400 | 78 ₹12,480 | 75 ₹12,000 | 50 ₹8,000 Lowest | 100 ₹16,000 | 70 ₹11,200 |
| 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. | 120 | metre | 104.31 ₹12,517.2 | 78.23 ₹9,387.6 | 84.24 ₹10,108.8 | 77.07 ₹9,248.4 | 72.5 ₹8,700 | 65 ₹7,800 Lowest | 78 ₹9,360 | 98 ₹11,760 | 70 ₹8,400 | 100 ₹12,000 | 70 ₹8,400 |
| 1.01 | 100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore. | 320 | metre | 204.28 ₹65,369.6 | 153.21 ₹49,027.2 | 165.24 ₹52,876.8 | 150.94 ₹48,300.8 | 142 ₹45,440 | 126 ₹40,320 | 155 ₹49,600 | 165 ₹52,800 | 100 ₹32,000 | 100 ₹32,000 | 90 ₹28,800 Lowest |
| 1.01 | OD331757/2025-2026:Making interlinking pipelines - 110mm PVC ,90mm PVC and 63 mm PVC main linked to 63 mm PVC / 80 mm GI / 50 mm GI Branches | 21 | no | 3,210.15 ₹67,413.15 | 2,407.61 ₹50,559.81 | 2,600.1 ₹54,602.1 | 2,371.98 ₹49,811.58 | 2,231.34 ₹46,858.14 | 2,000 ₹42,000 | 2,500 ₹52,500 | 280 ₹5,880 Lowest | 500 ₹10,500 | 1,250 ₹26,250 | 2,000 ₹42,000 |
Tender Value
₹15.6 L
EMD Value
₹39,093
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 wards -Pipeline extension-Pipeline Work
2026_KWA_868558_1
40/2026-2027/EE/PH/PKD
Open Tender
Civil Works - Water Works
Item Rate
Melarcode gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹39,093
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. | 913.5 | 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. | 25 | metre | - | - |
| 1.004 | 15.43.1:Dismantling 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:Water bound macadam road | 6 | sqm | - | - |
| 1.005 | 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. | 1,547 | metre | - | - |
| 1.006 | 100.9.7: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): 75 mm nominal outside diameter pipes. | 160 | metre | - | - |
| 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. | 120 | metre | - | - |
| 1.008 | 100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore. | 320 | metre | - | - |
| 1.009 | OD331757/2025-2026:Making interlinking pipelines - 110mm PVC ,90mm PVC and 63 mm PVC main linked to 63 mm PVC / 80 mm GI / 50 mm GI Branches | 21 | no | - | - |
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