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Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
15 Jun 2026, 3:00 pm2d left
Superintending Engineer
Buildings North Circle PWD Complex Mananchira Kozhikode
Construction of building balance work
2025_PWD_763251_2
KKD/2019-2020/BL/2016/8257
Open Tender
Civil Works - Buildings
360 days
Kodanchery
Please refer Tender documents.
10 documents required · 10 mandatory
₹8,270
Yes
₹1 L
Yes
6 Jun 2026
6 Jun 2026
17 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Civil Work | ||||||
| 1.01 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.02 | 2.9.3 : Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | 16.2 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.03 | od18707/2019_2020 : Providing M.S.dowel bars with 20 mm dia rods 1.60m long 60cm c/c plugging 1.50m into concrete and 1m into lock after drilling holes in granite rock including all labour charges etc complete. | 83 | each | - | - | BI01010001010000000000000515BI0100001117 |
| 1.04 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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. | 0.6 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.05 | 15.7.4 : Demolishing brick work 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.In cement mortar | 7.44 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.06 | 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 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.07 | 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 : 8 graded stone aggregate 40 nominal size) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.08 | od72409/2018_2019 : Providing and laying in position machine batched and machine mixed design mix M- 20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All work up to plinth level | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
| 1.09 | od72412/2018_2019 : Providing and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
All work above plinth level upto floor V level | 286.09 | cum | - | - | BI01010001010000000000000515BI0100001123 |
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