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Tender Value
₹85,768
EMD Value
₹2,144
Closing Date
8 Jun 2026, 2:00 pmClosed
Assistant executive engineer
P H Subdivision Malappuram
Mace - Water Supply Schemes-WSS to Othukkungal and Ponmala-Fixing 400 mm NRV and Construction of Chamber at Munambam Junction-General Civil Work
2026_KWA_853497_1
AEE/MPM/09/2026-27
Open Tender
Civil Works - Water Works
Percentage
15 days
Malappuram
Please refer Tender documents.
5 documents required · 5 mandatory
₹555
₹2,144
20 Jun 2026
1 Jun 2026
9 Jun 2026
1 Jun 2026
8 Jun 2026
1 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Valve chamber and fixing 400mm NRV | |||||
| 1.001 | 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 | 2,311.84 | - |
| 1.002 | 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. | 1 | metre | 24.9 | ₹24.88 |
| 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 | 30.38 | - |
| 1.004 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | - | cum | 475.67 | - |
| 1.005 | 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) | 1 | cum | 7,286.51 | ₹7,279.22 |
| 1.006 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | 9,634.13 | ₹9,624.5 |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | 354.69 | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | 882.92 | ₹882.04 |
| 1.009 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | - | kg | 102.46 | - |
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KWAGeneralConditionsforeTenderingV5.pdf
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BOQ_1442418.xls
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corrigendumNRV.pdf
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